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HomeMy WebLinkAbout047-100-098F-.0 z� J �, IN M 0.0 47-10-98 0 417 0. - 1 0 (Certificate of Compliance, 11/21/83) L; 047-100-09 8 03-0130 ENVIAONM�-M- TICEjQF COMPLIANCE; MCKEE FAMILY TRUST, JAKE RD, CHICO ON6TICE "k ---QX.!Q0Mi)1L1ANCE— Cont: O'SHEA, TIM LOT DEVELOP & WELL 047-100-098 AG02-225 047-100-098 BPO 727 MCKEE FAMILY TRUST 44HEA, TIM JAKE RD., CHICO w JAKE RD.,Q�q AG. BLDG. (40'X 60') NEW SINGLE FAM. *Y- tz PERMIT RENEWAL 'R'P R 04 -4 -7-7 7 Date: a4oqt� BP Expires: 161L001 U INSULATION CERTIFICATE Job Number: 5347 ..... - ............. -- ............ .. .. ......... .......... s Contractor/Owner Name County DESCRIPTION OF INSTALLATION Subdivision Name 1. ROOF Material: Thickness (inches):::::::::::: 3. EXTERIOR WALL Frame A. Cavity Insulation :'::::.:::*::'::':i�"��'*��"��"��"��"��"�""'Rbkiil ......... �"**'**" �*'*""" �'*""*, Material:::,: Thickness B. Exterior Foam Sheathing Material: Thickness (inches):::::'...................................... 4. RAISED FLOOR ......................................... Thickness (inches): ................... ... 5. SLAB FLOOR/PERIMETER Material: ....................... Thickness (inches):'' ............ ................... : .......................................... Perimeter Insulation Depth ..................... 6. FOUNDATION WALL ......................................... Thickness (inches): .......... ..... * ........ .......................... ........................ ............. . . ...... . . . . . ....................... .......................... Job Address (street, city, state) Lot Number Brand Name: Thermal Resistance (R -Value):::::::::::::: ................................... :::'; Brand Name: ............ Thermal Resistance (R -Value): ......... ................. .....38........................ ........... Brand Minimum Thickness:inches Thermal Resistance ............................"............... :::::: ............. Brand Name: 66f ....................................................... Thermal Resistance .......................:19.... . ................... Brand Thermal Resistance ....................................................... Brand Thermal Resistance ....................................................... Brand N am e: Thermal Resistance ......................................... Brand .......... Thermal Resistance .................................. 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/qpplicable. y ............ ................................ .......... - ... ::;:::: ....... ..............&...............-:� ............... Item Number's Si atu rqWd Date-' Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner PERMIT NO. ES /� CHICO) BPO t1 7.7 _X LeLutr- ff-;(fl :R LA T NAME: ..m C: OWNER. PNONeSTREET ADD RESS: O F Cm, ZIP: P E-MAIL: SITE ADDRESS: / �� Cm, ZIP: i/L) NEAREST GROSS STREET: TRACTA.OT P. APPLICANT NAME: PHDNE STREET ADDRESS: FAX Cm, ZIP: E -MAUL: CONTRACTOR NAME: PHONE STREET ADDRESS: FAX cm, ZIP E fMR LICENSE NUMBER LICENSE TYPE ARCHITECT/ENGINEER NAME: PHONE -*N.. _ FAX GTY, ZIP: LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK: IS ocv ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) . FLS ; X 031GL SQA EXPIRATION OF AP Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on ana plication after ex iration, a new a lication, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction has work been done. Filing fees, plan check fees for work plan checked and other de artment costs are not refundable. For office use only a�3S9 3 I Notes: IV q g, 54A 3C,0. did /o.-sCrp c� Application Received by: `7 `' Date: 3 1 1 (P'DI Receipt number: 3�51�� Amount Received: NOTES T4 / RESIDENTIAL PERMIT NO. oyo 72� 100 - 0q 8' oS������ o,,6> c�',co qq(oi T PERMIT RENEWAL BP# 0(1-0727 Date: L q BP Expires: / D M` t SPECIAL CONDITIONS 4 CHECKED BY r SRA 4 FLOOD CERTIFICATE REQ. t FIRE SPRINKLERS REQ. I SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY t Address GAS �%%ll Meter By — ► Date 0_5 { ELECTRIC 1 ! .Meter By Date d'Co !,;JOB FINALED (D ) i' Signature J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test 4.' Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1. Zoning Requirements -Setbacks -Easements Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 2. Footings; Size -Spacing -Marriage Line Health Department Approval 3. Gas; MH Test -Demand -Valve -Connector Plumb.; Cir. Test -Water Supply Test 4. Electricity; MH Test -Crossovers -Breakers -Clearances Light Niche 5. Drain; MH Test -Fall -Flex Connector Enclosure; Fencing -Alarms 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Ws - 's1. 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not = NotAApplicable p . = Not Ready RESIDENTIAL Date UND FLOOR (Plans) OK except #'s t/zKng-Setbacks-Easements-Floo.d-Slope t ., Main; Soils-Elec. Grnd.-/ 6 P' Ftg. D pth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth -4- A., Porches & Decks; Soils -Steel-/ /" Ftg. Depth S mwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped ,6a --H d Downs and Special Anchors b, Steel -Wrapped i -Fire lace Ftg.-Steel geooD.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. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date�'f� Card B-lV,,Cl Date Card B-1 Date Card B-1 Date Card B-1 Date PLU ING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle 1 tXater Pipe; Test & Anchor -Nail Protection 1V.' D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 2#-jZt Tub & Shower, Second Floor -Tub Access 2 Gas Pipe; Sixe & Anchors 29: Fire Sprinkler; Test Date . , Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit).OK except #'s & Switches at Doors (Single & Duplex) 26. Aize xes & No. of Conductors Stapled 5,1 ex Installed Close to Edge of Studs & C.J. (Myrzquip. Ground made up w/Mech Fasteners -Bond Gas & Water R.V ppliance Circuits in Kitchen & Conductor Size GFI 38',;ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32- Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. '34- Clothes Closet Light -Shower Light -Spa Light Smoke Detector Dat Card B-1 V . Date Card B-1 Date Card B-1 Date Card B-1 Date ME A AL (Permit) OK except #'s •3V 4eC. Ducts Insulation & Support V t Fan, Exhaust above insulation Q'ondensate Drain & Overflow. Size & Grade 3e mace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date j Card B-1 Date Card B-1 Date rte— Card B-1 Date Card B-1 Date FRAYING (Permit) OK except #'s ills Proper Materials & Anchors 4 alts Stu -Nailing Spacing & Braces -Plates Sound 4Y ari Walls over Girders & Floor Nailing 4 . Dr Stop in Walls (rat proof) re Stops, Furred Ceiling t ' hasers-Tubs 4r Headers & Beams -Size & Bearing Date 4E! C�9. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49'Wplace Ties or Type A Flue -Fireplace Throat Clearance 54!2'drm. Windows or Exiting Doors -Sill Ht. & Dimensions 3W. .age Fire Protection Framing -RC Channel operty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55 ,Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection --4. Elywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 9E-pucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Be -ear Walls ailing -Bolts ,c . Infiltration-Wa indows Dat Card B-1 Date Card B-1 Date Car -1 Date Card B-1 Date FIN4e(PIapsf0K 6xcept #'s K. Steps -Door & Sidelight Protection -Landings ee'§qaerKe- Detector 85- Furna e -Vents -clearance -Comb, Air -Connector - I arage;A. bove Floor-Ducts-Mech. Protection 68. I. & nth Fixtures & Tub Access -Spa 6 . E6dTrim & Suboanel, Breaker Sizes & Labels IU?Th�� . CreprapAt Stove, Clearance -Hearth F� 7�utlets at Wood Panel, Int. & Ext. 7L -+Cit. Fixt. & Appliance; Ground-Air-Gap-Cookinq Clearance 7d' lec. Outlets & Receptacles at Kit. Counter 7 ragwFire Door; Swing -Landing -Closure 7 Duct in Garage -Damper 7XWtr. Htr• Vents -Clearance -Comb. Air Connector-P.R.V:, i arage Above Floor-Mech. Protection 7 . PI , ec. & Mech. Equip. Listed for Location EI . Receptacles in Garage (F.F.I.)-Romex Protection $,p�}edration- Foam- Looked in Attic Guard Rails & Deck Construction -Post Caps (82jFdn. VBents & Crawl Hole Door Drainage & Wood -Earth Cleakal-ce Looked under Floor 0 Yes 89--Followino Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. 85!A. nit Disconnect, Electrical -Plumbing Vete oveRoof, Plbg-Appliance-Fireplace-Clearance to Openings F. Wer ell, Disconnect, Electrical, Plumbing Ext lec. Trim, G.F.I. Receptacle -Underground entilation Throughout House .g,1! rrections from Previous Inspections Gas T t -Meters Tagged, Gas -Electric 93. at Sewer Connected -C/0 to Grade -HD Approval 4. Argy Compliance Certificate -Other Certificates . Address Posted 96. Fire Sprinkle DateCard B-1 t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BALANCE OF FEES SHEET DATE: PERMIT #: ASSESSOR PARCEL #: OWNERS ' NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide. Chico Urban El Medio North Chico Specific — $ WATER TENDER FEES BATTALION # FEMA $ SMTP OT RECEIP T NUMBERS) ` �� PLAN REVISION/RETURN Owner's Name: � J k��— AP#: 42--100 ^ oc? (L_ BP#: b 77 Received By: Date: 63Time: Contact Person & Phone Number: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering *Plan Revision ❑ *Requested by Building Inspector's Correction Notice – Inspector's Name: ❑ Requested by Plan's Examiner – Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: Call �r and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans -examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 V 7 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District i4 / C o Building Department No. • A.P. Number I✓ 47- /W -0t'! Jurisdiction: City lCounty Property Owner / Property Location/Address Subdivision bn /AA Lot No. A�/+ a . ................. _........................................... :... _................................. Residential Development Q ;-� 0' Sq. Footage No of Living Mobile Home ditionl 'Supplemental to (Group_ R) Units Installation Conversion Permit #. �.. r No foundation Ins...... .......................................... :...... _...i st # 'Deed Restricted Sq. Footage (Attach a signed copy of Dead Restriction and Notice of Limited Use Facilityo ument) Commercial/Industrial Q Q Building Department Representative District Identification No. J School District certifies that (Street Address) �ri (City) has complied with the requirements of Resolution No. representing pC ifo -square feet. School District Representative R Sq !Footage s (Including Exterior Roofed Areas) Joh. Date '^ s , •� (Applicant) i (Phone Numbed-, ��Vmwrm (state) '(Zip' Cbde) Q by payment of $ JAB 2926 : -A FULL MITIGATION $ Date Paid by Check 8 );4 Remarks: Notice: You may protest the Imposition of the fees Idantifled 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 wrflten protest wlll'prohibit you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representable signing this Bulb County Schools Impact Fee Certification Form, the School District Is nn "ll- by the apple 11 Local Planning Agency that this project Is being reviewed under the California Enviromental Quality Act (CEQA), thisproject may be subject to additional school fees to fully ndtipate. its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) N feeform.xis I10/03)dmm ear for post slab typ. ,-i .m a r*"Im Run nvwmn +sd toe to toe - 'V6" naax. toiera*+a between largest & smwllest daWf n- Satdion A ails M W 6 spaced to lrm►t FWD *We at the dW t "rail %a *# . ueC MAO wall.. V°!" to be no more than and no less than 34" C VwQngs in rails not to exceed 4" (mm rail nose this page. OfAWWA min staff WWI) Of 3' 3' ran. mdth -+ 30' 0' ...- CBC Brace also so NOTE: 112" drywall brace panels im framing @ 7 inches O.C. Ad edges i Braced wail panels must be at least panels must be 96" wide if applied t to both sides. They must extend fix to the moi. All vertical joints are to be on stud: must be blocked. The bottoms of panels must be atta Slab float: Bottom plates of panels mor bolts at standard spacing. or with 3" shots placed 6" and 1t?" f for such use. If shots afire used, the I Note: wide footing is oontinued fm 36'0' 518 X 10" anchor bolts and f00ti13g3 I The tops of braced wall .panel must S'cfi0r' A Each braced wall panel must be sb tA° Page 6 panel note an page 11. MUTE • use i 1/2 X10" an( brace panels BUTTE COUNTY 8 ILDING DIVISION APPROVED 777 n r7 i 7 /) ' r` -r I j2E'yi sey I z ?;oL64 Z. 80 .S�' of 6A-Rr4G C Gol�vE J� T'E"n 7'"0 Ll v1146, SPA CE' r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 Project Address........ 4961 Jake Road ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone.. ...... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 280 sf Single Family Detached Addition Alone Front Facing 137 deg (SE) 0.17 1 Slab On Grade 11.4 % of floor area 0.4 Btu/hr-sf-F 0.4 8 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 LEFT, BACK, Wall n/a R-13 R-n/a R-13 0.088 TO GARAGE Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC FENESTRATION Area U- Interior Orientation (sf) Factor SHGC Shading Window Left (SW) 16.0 0.400 0.400 Standard Window Back (NW) 16.0 0.400 0.400 Standard SLAB SURFACES Area Slab Type (sf) Standard Slab 262 TO GARAGE Over - Exterior hang/ Shading Fins Standard None Standard None BUTTE COUNTY BUILDING DIVISION APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition Equipment Minimum Type Efficiency Furnace 0.780 AFUE ACSplit 10.00 SEER HVAC SYSTEMS Refrigerant Charge and Duct Duct Airflow Location R -value n/a Attic R-4.2 No Attic R-4.2 REMARKS COMPLIANCE STATEMENT Tested ACCA Duct Manual Thermostat Leakage D Type No No Setback No No Setback This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Tim O'Shea Company. Address. Phone... 530.519.3314 License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Phone... 530-894-8466 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 Project Address........ 4961 Jake Road ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Comnliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ✓ ment _--7— *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SVA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The O'Shea Addition Date__n1/91/nc; 11.-z4.zn MICROPAS6 x6.01 File-05020ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. AAM 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank._ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. �/- 114: Pool and Spa Heating Systems and Equipment - 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition Pilot iignt (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). //h LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Aalt COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 dd k d ******* Project A ress........ 4961 Ja e Roa Chico *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone 11 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 16.57 16.72 -0.15 Space Cooling.......... 12.65 12.28 0.37 Standard Total 29.22 29.00 0.22 *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 280 sf Single Family Detached Addition Alone Front Facing 137 deg (SE) 0.17 1 ReducedYear Slab On Grade 1 2240 cf 262 sf 11.4 % of floor area 0.4 Btu/hr-sf-F 0.4 8 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 280 2240 0.17 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition OPAQUE SURFACES System Type SLAB SURFACES Slab Type HOUSE. Standard Slab HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location HOUSE Furnace 0.780 AFUE n/a Attic ACSplit 10.00 SEER ' No Attic REMARKS Area (sf) 262. Area U- Insul Act Solar Form 3 Duct Location/ Surface (sf) factor Eff R-val Azm Tilt Gains Reference 0.737 Comments HOUSE - New No 0.645 1 Wall 94 0.065 19 227 90 Yes None LEFT 2 Wall 96 0.065 19 317 90 Yes None BACK 3 Wall 132 0.088 13 137 90 No None TO GARAGE 4 Wall 138 0.065 19 137 90 No None TO GARAGE 5 Door 20 0.330 0 137 90 No None TO GARAGE 6 Roof 262' 0.031 30 n/a 0 Yes None TO ATTIC FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - New 1 Window Left (SW) 16.0 0.400 0.400 227 90 Standard/0.76 Standard/0.68 2 Window Back (NW) 16.0 0.400 0.400 317 90 Standard/0.76 Standard/0.68 System Type SLAB SURFACES Slab Type HOUSE. Standard Slab HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location HOUSE Furnace 0.780 AFUE n/a Attic ACSplit 10.00 SEER ' No Attic REMARKS Area (sf) 262. Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff R-4.2 No No 0.737 R-4.2 No No 0.645 HVAC SIZING Page 1 HVAC Project Title.......... The O'Shea Addition Date..01/21/05 11:39:30 ******* Pro3ect Address........ 4961 Jake Road Chico *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 11 Climate Zone.... ..... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-05020ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -262 SF Addition GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 280 sf 2240 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 137 deg (SE) Cooling (Btuh) 2049 1009 550 307 n/a 741 1416 465 n/a 0 402 252 4418 2775 n/a 555 4418 3330 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. s n eslgn Truss Take -off Design & Sales �y sistance Monte ..Call - 793 Camellia Dr - Paradise, CA 95969 (530) 811-4732 Off ice (530) 811-4732 FAX TRUSS ENGINEERING SUBMITTALS O'Shea Residence U ' fr Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 S 1 . ' fr Western Wood Fabricators (916) 991-4400 Truswal Systems (800) 322-4045 co C cr; Fc z G) 0 S20 <C Zn- z 0 z O'SHEA RESIDENCE Job Name: OSHEA Truss ID: Al Drwg: ' W C 00 V rn 0G)0 0®0 m< TYPICAL P TE : 1. All plates are 20 gakA911ZTrtf sw TC 2x4 DFL #1 BC 2x4 DFL #1 GBLBLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL. (Gable verticals are 2x 4 -web material spaced \at 16.0 " o.c. unless noted otherwise., Top chord supports -24.0 --of uniform load at 16 psi live load and 11 psf dead load. Additional design considerations may be required if sheathing is attached. [+]-Indicates-the-requirement for lateial'7 bracing (designed by others) perpendicular to-the-plane.of-the member at-63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs In the truss plane and creating shear wall .action to resist diaphragm loads. Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing is required (by others) to prevent rotation/toppling. See HIB -91 and ANSUTPI 1.1995 orANSIrrPI 1.2002. PLATING BASED ON GREEN LUMBER VALUES. 15-0.0 15-0.0 1 2 3 4 5 6 7 8 9 10 111213 14 15 16 17 18 19 20 21 22 3.4 i This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 30.00 ft Mean roof height = 20.65 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf ----------LOAD CASE #1 DESIGN LOADS -----•-------- Dir L.Plf L.Loc R.Plf R.Loc LUTL TC Vert 110.00 0.0-0 179.00 15.0.0 0.51 TC Vert 179.00 15-0-0 110.00 30-0.0 0.48 BC Vert 20.00 0.0-0 20.00 30.0.0 0.00 ==== Joint Locations =__= 1 0-0-0 23 0. 0.0 2 2-8-0 24 2-8-0 3 4-0-0 25 4-0-0 4 5.4.0 26 5.4-0 5 6.8.0 27 6-8-0 6 B-0-0 28 B-0-0 7 9-4-0 29 9-4.0 8 10-8-0 30 10.8-0 9 12. 0.0 31 12.0- 0 10 13.4-0 32 13.4.0 11 14. 3- 0 33 14- 0.0 12 15.0.0 34 15-9.0 13 15.9.0 35 17.4-0 Connectors unless pre�o WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor T)ds design is for nn individual building componeru nor rntss stem. B has been based on s)iecifirations pravided hr the conpnnent mora f nurcr ® mrd done in acrrordance u•irh rhe carom versions n/TPl and AFPA design smndnnrls. ,No respansibiliry is assumed far dimensiounl nccurcncy. Dimeosinns are at be -yied by the cmni-entrmm�ufact=r and/or building designer prior to ferbricmion, The building designer must ascertain that the loads utilD-ed nn this design meet or erceed the loading imposed by the local building code and the )mrticular application. The design assua- that the top rhord WESTERN WOOD G' laterall , braced by the oaf or /laurvhearhiag and dee barony chord is laterally braced by a rigid shemhiog uorerfal directly attached. unless odrmw•ise noted. Bracing ahou n is fur interni support of components members mnh m reduce buckling length. This campnnem sloll nor he placed iu my ®FABRICATORS eavironnonnlmr "•ill cnwc he umisrure cnnrem jthe unud ro exceed l9°d and/nr remse rnnnecmrplate ro osinn. Fabricnre.hnudle.iosrnll aad brace this cuss in accordm¢e u•irh do following standards: 7O1A7 DET.4ILS' be Trtoval, ANS'l?PI 1'. 'IVTC I V • IVaral Truss Council ofdrnerica Standard Design Responsibilities. 7/6VDLING INSTALLING AND BRACING MEAL PLATE CONNECTED IPOOD TRUSSES" 7700 RIEGO ROAD, ELVERTA, CA 95626 . 11118.91) rand 'lllB-9l SUA7MARY.VtIEET br TPI. T!o T u Plate /nsrimu.• pill Lr )ucnod m IJ'@nnfiio Drive. ,t)ndisau, 117sronsin : J719 Therlrnerkan Fares, and Paper Issoriad I%IFP.4) is lnrmredai ILII19th Street. NIP. *e 800, IVasbingnta, DC'200J6. Eng. Job: EJ. Chk: CM Dsgnr: EC TC Live 16.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf JOB#:OSHEA Truss ID: Al DurFacs L=1.25 P=1.15 Rep Mbr Sind 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.4.12 - 0 /Job Name: OSH xG x -LOC REACT SIZE REQ•D TC 2x4 DFL 2100F -1.8E 1 0- 1-12 176e 3.so• 1.89• 2x4 DFL #1 4.7 2 29-10- 4 1438 3.50• 1.53" BC 2x4 DFL #1 BEG REQUIREMENTS shorn are based ONLY WEB 2x4 DFL STANDARD on the trues material at each bearing Permanent bracing Is required (by others) to prevent rotation/toppling. See HIB -91 and TC FORCE ASL BND CSX ANSI/TPI 1-1995 or ANSI/TPI 1-2002. 1-2 -3422 0.11 0.65 0.76 2-3 -2458 0.04 0.47 0.52 3-4 -2409 0.04 0.12 0.16 4-5 -2293 0.04 0.21 0.25 5-6 • -2291 0.04 0.25 0.29 6-7 -2759 0.10 0.26 0.35 BC FORCE AEL HND CSI 8-9 3067 0.46 0.20 0.66 9-10 3063 0.32 0.31 0.63 10-11 1696 0.18 0.31 0.50 11-12 1696 0.18 0.32 0.80 12-13 2491 0.27 0.32 0.59 13-14 2494 0.38 0.11 0.49 WEB FORCE CSI WEB FORCE CSI 2-9 136 0.06 4-12 733 0.30 2-10 -991 0.61 5-12 -281 0.11 3-10 -249 0.10 6-12 -478 0.29 4-10 954 0.39 6-13 123 0.05 03 03 �Pp_ 6 C 70 G) C) 000 ® Vo All plates are 20 gauge7;"4swalA WESTERN WOOD ®FABRICATORS 3700 RIEGO ROAD, ELVERTA, CA 85626 6-7-1 =0-4-1 Truss ID: A2 Drwg: ' Plating spec : ANSI/TPI -1995 This truss Is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 PLATE VALUES.PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone Loaded for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line = No, Exp Category = B PLATING BASED ON GREEN LUMBER VALUES. Bldg Length = 90.00 ft, Bldg Width = 30.00 ft Mean roof height = 20.65 It, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf --------LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 54.00 0-0-0 54.00 4.0-0 0.59 TC Vert 123.00 4- 0- 0 67.00 9.6.0 0.50 TC Vert 54.00 9-6.0 54.00 30.0.0 0.59 BC Vert 20.00 0-0.0 20.00 30.0.0 0.00 Type... lbs X.Loc LLIrL ' TC Vert 264.0 4.0.0 0.43 TC Vert 100.0 13.9.0 0.43 TC Vert 100.0 16-3-0 0.43 15-M 15-" 1 2 3 4 5 6 7 100# 100# -5.001 4-4 X30=0 Olt 8 9 10 11 12 13 14 :tors unless preceded by "18" for 18 gauge or "H'• for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This desipr is for rtn individual building rorty onem nm rruv secrem. /r has been based oo specificnrions provided by dre comprrnem mmrufncrumr and dame in ncrorrinnce n•irh rhe curium versions of TPI mrd AFPA desip r stoedards. rVo mspnruibili(v is nssurned fur dimensioml rtccumcy. Dimmaim. m to be wrifred by the com/romm,t m,.,ulamumr nnr!/or building desiprer prior to fabricaiioo. Pee building desiprer nrust nscenain drat the /nock milieed ou this deripr ureer or escmd the hooding imposed by dre local building rode and the prmirulnr npplicmior. The duigo rrssm- thm the to chord is /mem `tr braced by the moj-Jloorndremhlog mid the bottom chord it laterally braced by a rigid sheath/rig mnrerial dimrdv attorhed mdess mhen,ise rioted. Bmcing siroxn is for lnteml suppon of ronrponents members only m mduce buckling Imrgih. Tltls ronrponenr slrnll +rot be pinred iu aur envimrune+a that "•ill enuse dre uroisrum ronrmn m(rhe uvod m esceed l9°o nnd/nr mmr ro ,mcmr plate co-viom F«brlrme. hoodle. insmll mrd brace this Huss io nccordnnm with dre joll-iog standards: VOIW DETAILS" by T-mr.. ':I NSI?PI I'. 'IMA V. II'nnd Trust C'uuucil of America Srotdnn! Design &Aw.ibifii- 'IMNDIJNG INSTALLING AND BRACING IIE7:IL Pb] 7'h.' CONNECTED IW011 TRUSSES' - /il/B-9I) and 'IIIB•9l SU,NAIARYS'//£ET'bv TPI.The T nv Plnrc lusrirme ITP/1 is Incnted m U'Uruyiio Urine. ,1/ndism, III. -Wo 537/9. The Americo Forest and Paper Asroriarioo CAFP.41 is locoed., /I// 19th Sirem. NIY. Ste 800. I I o doogmn. DC 10036. MAX DEFLECTION (span) : L/999 IN MEM 11-12 (LIVE) L= -0.13" D= -0.17" T= -0.30" -= = Joint Locations = __ 1 0.0.0 8 0-0.0 2 6.0.14 9 6-0-14 3 11.6.0 10 11.6.0 4 15.0.0 11 14.0-0 5 18.6.0 12 18-6.0 6 23.11-2 13 23-11.2 7 30.0.0 14 30.0.0 7-4-13 SHIP Pc�O vj Eng. Job: EJ. Chk: CM Dsgnr: EC TC Live 16.00 psf TC Dead 11.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf � W04 Scale: 5/32" = 1' JOB#: OSHEA Truss ID: A2 DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2.0.0 Design Spec UBC -97 Seqn T6.4.12 - 0 Job Name: OSH G x -Loc REACT SIZE REQ'D TC 2x4 DFL 2100F -1.8E 1 0- 2-12 1765 5.50^ 1.88• 2x4 DFL #1 4-7 2 29- 9- 4 1175 5.50• 1.50• BC 2x4 DFL #1 G REQUIREMENTS shorn are based ONLY WEB 2x4 DFL STANDARD the trues material at each bearing Lumber shear aifowables are per NDS. PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL BND CSI 1-2 -5395 0.190.60 0.79 2-3 -4622 0.20 0.30 0.50 3-4 -3075 0.060.17 0.23 4-5 -3.75 0.08 0.24 0.32 5-6-4039 0.23 0.48 0.71 6-7 -4289 0.16 0.63 0.79 BC FORCE AEL END CSI 8-9 4929 0.74 0.21 0.95 9-10 3868 0.58 0.19 0.77 10-11 3585 0.54 0.23 0.76 11-12 3978 0.59 0.39 0.98 WEB FORCE CSI WEB FORCE CSI 2-9 -640 0.10 5-10 -723 0.31 MAX DEFLECTION (span): 3-9 65s 0.27 5-11 310 0.14 LJ9661N MEM 10-11(LIVE) 3-10 -1007 0.44 6-11 -197 0.03 L= -0.37" D= -0.48" T= -0.85" 4-10 2086 0.85 - - === Joint Locations = =- - 1 0.0.0 7 30-0.0 2 5.7-0 8 0-0-0 3 10-3.8 9 7-11.4 15-0-0 15-0.0 4 15.0.0 10 15.0.0 1 2 3 4 5 6 7 5 19-8-8 11 22.0.12 6 24-5-0 12 30.0.0 5.00 -5.00 5-5 Truss ID: A3 Drwg: Plating Spec: ANSI/TPI - 1995 This truss is designed using the THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 PLATE VALUES PER ICBG RESEARCH REPORT #1607. Truss Location = End Zone Loaded for 10 PSF non -concurrent BCLL. Hurricane/Ocean Line = No, Exp Category = B Permanent bracing Is required (by others) to Bldg Length = 90.00 ft, Bldg Width = 30.00 ft prevent rotation/toppling. See HIB -91 and Mean roof height = 20.65 ft, mph = 80 ANSI/TPI 1.1995 or ANSI/TPI 1.2002. UBC Standard Occupancy, Dead Load = 21.0 psf --------LOAD CASE #1 DESIGN LOADS --- - -- Dir L.Plf L.Loc R.Plf R.Loc LL/TL x.4.1 iq TC Vert 54.00 0.0.0 54.00 2- 0.0 0.59 4., TC Vert 123.00 2.0.0 67.00 9.6- 0 0.50 TC Vert 54.00 9.6.0 54.00 30-0-0 0.59 BC Vert 20.00 0.0.0 20.00 30.0.0 0.00 Type... lbs X.Loc LL/rL '0 TC Vert 264.0 2-0.0 0.43 WEB FORCE CSI WEB FORCE CSI 2-9 -640 0.10 5-10 -723 0.31 MAX DEFLECTION (span): 3-9 65s 0.27 5-11 310 0.14 LJ9661N MEM 10-11(LIVE) 3-10 -1007 0.44 6-11 -197 0.03 L= -0.37" D= -0.48" T= -0.85" 4-10 2086 0.85 - - === Joint Locations = =- - 1 0.0.0 7 30-0.0 2 5.7-0 8 0-0-0 3 10-3.8 9 7-11.4 15-0-0 15-0.0 4 15.0.0 10 15.0.0 1 2 3 4 5 6 7 5 19-8-8 11 22.0.12 6 24-5-0 12 30.0.0 5.00 -5.00 5-5 6-7-1 3-4 264# 1 1.5-4 3-4 6- 1.5-4 7-4-13 2.5 4 3-0-6 2. - SHIP C Oo 5_,Q 1 5-7 _ C x.4.1 iq 4., '0 -- 0-W I 1-2.50 Q-\�, . tiER M 14-6-8 f O '2 G) 14-6-8 -0-0 14-6-8 �� (VO Ae30-0=tib / �c m ® 00 -07 �C 8 9 10 11 12 S ® OFC �\P 004 All plates are 20 gnu a Trus al Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: OSHEA This drsigr, is for nn individual building component oar Ince spsrem. Ir has been Cued on specifira,iom provided 6y rhe campouem nrrmu%ncrurer Ch It: CM Truss I D A3 ® and done in .- dm¢e with rhe current tensions of TPI mrd AFPA design simrdards. Na msponsibiliry is assumed for dimm�sio,ml accuracy. Dimensions Dsg n r: EC . are to be vmifred by rhe component to -f -I.- m,dler building desigmer prior m frrbricatimr. The building duigrrer rust nscenain that the lord,,, WESTERN WOOD .111ked on this deign mem or exceed rhe loading imposed by the local building code and rhe panimlar application. Thc• design assmnes drat the rap chord is laterally bmced by the roof or jloor sheathing m,d rhe 6onnm chon! is /nrem!!v hmc by o rigid sheathing nmrerial dimclh nuached. wd- mlrenrise TC Live 16.00 psf Du rFaes L=1.25 P=1.15 buckling leogrh. This TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS "wed. Bmcingshmrnisforlarerelsupponofcompooernsmember; wily roreduce cnmponenrsholloetbephmedinnny environmennhmx•illnnusetbetwixturecunrenrnJthe"roodlonrcecdl9'-'omrd/oars•nusecomrerrarpfnrecorrntion. Fnbricnre.hnndle.imrnll BC Live 0.00 psf O.C.Spaeing 2-0-0 and braes this I- m ncmrdance e•idr the /olfineing vondnrdt: 70INT DET.-I/LS' by Trii-1. 'ANS/RP/ l'. 'IVTC-A P. IVoud Tmss Cnunril BC Dead 10.00 Design Spec UBC -97 ofAmerice Smndard Design Res1onsibilid..'11ANDLING LVSTALUNG AND BILICING,NET.fL PLA T£ CONNECTED IVOOD TRUSSES' psf 3700 RIEGO ROAD, ELVERTA, CA 65626 - (HIB-91)and'HIB-91 SUMMARY SHEErk,, TPI. The Tnrss Plnre Institute (TPD is focmad at U'Orrofno lyrire. J/ndismr, IVii-in 53719. The Anrerimn Fo-, and Piper Atsoc(al/o, (AFP,() is' loaned a, Ill i 19th S,-,. NIF. S e 800. W.Ai rg,mr. DC:0036. TOTAL 37.00 psf Seg n T6.4.12 - 0 IJob Name: OSH BRo x -LOC REACT SIZE REO'D TC 20 DFL 2100F -1.8E 1 0- 2-12 1669 S. So• 1.7H• 2x4 DFL #1 4.7 2 29- 9- 4 1189 5.50• 1.50• BC 20 DFL 2100F -1.8E HRG REOBIRExENTS shown are based ONLY 2x4 DFL #1 10.12 oa the trues material at each bearing WEB 2x4 DFL STANDARD PLATING BASED ON GREEN LUMBER VALUES. TC FORCE ARL BND CSI 1-2 -5590 0.22 0.64 0.86 2-3 -4778 0.22 0.37 0.59 3-4 -3148 0.07 0.19 0.26 4-5 -3147 0.08 0.29 0.32 5-6 -4104 0.24 0.49 0.73 6-7 -4350 0.16 0.64 0.80 BC FORCE A2'L BND CSI 8-9 5169 0.50 0.30 0.79 9-10 3992 0.38 0.17 0.55 10-11 3650 0.55 0.23 0.77 11-12 4035 0.60 0.39 1.00 WEB FORCE CSI WEB FORCE CSI 2-9 -742 0.12 5-10 -720 0.31 3-9 687 0.28 5-11 304 0.14 3-10 -1062 0.46 6-11 -193 0.03 4-10 2145 0.87 Truss ID: A3A Plating spec : ANSITTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Loaded for 10 PSF non -concurrent BCLL. Permanent bracing is required (by others) to prevent rotation/toppling. See HIB -91 and ANSI/TPI 1.1995 or ANSI/TPI 1.2002. Drwa: This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 It, Bldg Width = 30.00 ft Mean roof height = 20.65 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf ------LOAD CASE #1 DESIGN LOADS -_ ..._. Dir L.Plf L.Loc R.Plf R.Loc LLITL TC Vert 54.00 0-0-0 54.00 4- 0- 0 0.59 TC Vert 123.00 4- 0- 0 67.00 9.6.0 0.50 TC Vert 54.00 9-6-0 54.00 30.0.0 0.59 BC Vert 20.00 0.0.0 20.00 30.0.0 0.00 Type... lbs X.Loc LL/TL TC Vert 264.0 4.0- 0 0.43 15-0-0 15-0-0 1 2 3 4 5 6 7 5.00 MAX DEFLECTION (span) : U929 IN MEM 9.10 (LIVE) L=.0.38" D= -0.50" T= -0.88" Joint Locations 1 �0.0.0 7 30-0-0 2 5-7-0 8 0-0-0 3 10.3-8 9 7.11-4 4 15.0-0 10 15.0-0 5 19-8-8 11 22.0.12 6 24-5-0 12 30.0.0 5-5 3-4 3-4 264# 6-7-1 1.5-4 6- 1.5-4 7-4-13 co 3-6 SHIP C co -0. 4-12 2.5 a 2 1 5-7 MD -4-1 �OkOFEScO --- -o D 250 I� 250 g$ pPN_FtG l Z rn 1a-6-8 �Q' 2c �j G) 1a -s -a cc � � 0 -0-0 �� 30-0-0 r D' m &P o Ar 07 m < C 8 9 10 11 12 I {� Z �\PI2004 F 'ALIF a� . All plates are 20 gaug luswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 5/32" = 1. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: OSHEA Tins design+ is form+ individual building rnmponent nor muss spsrem lr has been bused on speciQcmions provided by the eomponera ,nano! erurer Ch k' CM Truss I D A3A ® and done in accordance with rhe current versiau of TPl m+d AFPA desig+h stmrdhrsLs. Na respansibilify is susmned jor dirnensinnrtl nceumrr. Dimensions Dsgn r: EC : -n, be -filed by rhe em poneat nnmru/acture. and/or building designer prior to fabrlrarion. The building designer must ascettain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 utilized on this design meet or erceed the loading imposed by thelord building rode had the panicular npplicmion. The design, assumes thnr due top chord WESTERN WOOD is Inremllp braced bT rhe rtrnf ar3ioor sheathing mrd the 6omm� choM is Imemllr 6rnead by n rigid shenrbing mnrrrinl dimmly hunched. -1-ah-u, honed Li -chug show+, is (+r late.(suppon f minponems members md1, ro mdum buckling imrgth. This cornpanem shall our be placed in aq,. TC Dead 11.00 psf Rep M br Bnd 1.00 ®FABRICATORS ruvimnmmntthatuillcnusethemoisturecanrenrofrhesmhdto-d19-Land/aarmuserannecwrplareromsion.Fabrirwa.handle.insrn11 BC Live 0.00 psf O.C.Spacing 2-0-0 and brace this rruu in-,d.rce u•irh the following sumdardz: JOINT DETAILS Ar Domani. ANSUTPI I: 'IVTCA P. Wood T- Council BC Dead 10.00 Design Spec UBC -97 ufAmerica Standard Deign Reponsibilitie.'HANDLING INST.ILUNGANDBRAC•ING.IIETAL PILI T£ CONNECTED IVOOD TRUSSES' psf 3700 RIEGO ROAD, ELVERTA, CA 95929 - /IIIB-911 mrd 'IIIB-91 SU1fb1ARY SNEEr M• TPL The T ,,s Plate butitme iTPll is lormed nr D'Ourfrfo Orrsn. dlndisun, IYisrnusin 53719. The Arnerirnn Furca nod Pill-A.naritumn IAFP.11 is located., 1111 19th Street A11V lite 300• Washingrat VC :0036. TOTAL 37.00 psf Seqn T6.4.12 - 0 Name: OSH RG x-toc REACT size REg;D TC 2x4 DFL 210OF-1.8E 1 0- 2-12 1669 x4 5.50" 1.78" 2x4 DFL #1 4.7 a 29- 9- 4 1189 5.50• 1.so• BC 2DFL 2100F•1.8E HRO REQOIREKENTS shorn are based ONLY 2x4 DFL #1 10.12 oa the truseraaterial at each bearing WEB 2x4 DFL STANDARD PLATING BASED ON GREEN LUMBER VALUES. TC FORCE AXL HND CSI 1-2 -5590 0.22 0.64 0.86 2-3 -4778 0.22 0.37 0.59 3-4 -3148 0.07 0.19 0.26 4-5 -3147 0.08 0.24 0.32 5-6 -4104 0.24 0.49 0.73 6-7 -4350 0.16 0.64 0.80 BC FORCE AXL HND CSI 8-9 5169 0.50 0.30 0.79 9-10 3992 0.38 0.17 0.55 10-11 3650 0.55 0.23 0.77 11-12 4035 0.60 0.39 1.00 WEB FORCE CSI WEB FORCE CSI 2-9 -742 0.12 5-10 -720 0.31 3-9 687 0.28 5-11 304 0.14• 3-10 -1062 0.46 6-11 -193 0.03 4-10 2145 0.87 s71 C. � ON- C-) 000 V� TYPICAL PLATE: 1.5-4 O �\ Truss ID: A313 Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. Permanent bracing is required (by others) to prevent rotation/toppling. See HIB -91 and ANSI/TPI 1-1995 or ANSI/TPI 1.2002. Thfs design based -on chord bracing applied' per the following schedule: max o.c. from 2 BC 120.00" 14-8-8 29.6.8 Th is"truss is designeA using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line = No, Exp Category = B Bldg Length = 90.00 it, Bldg Width = 30.00 ft Mean roof height = 20.65 it, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf .----- LOAD CASE #1 DESIGN LOADS --- ---- Dir L.Plf L.Loc B.Plf R.Loc LL/TL TC Vert 54.00 0.0-0 54.00 4.0. 0 0.59 TC Vert 123.00 4.0.0 67.00 9-6-0 0.50 TC Vert 54.00 9.6.0 54.00 30.0.0 0.59 BC Vert 20.00 0-0-0 20.00 30.0.0 0.00 Type... lbs X.Loc LL/TL TC Vert 264.0 4.0.0 0.43 15-0-0 15-0-0 1 2 3 4 5 6 7 .00 651 5.00 O -W 2.50 J -2.50 O -W ,4-6-8 ,4-6-8 30--0-0-1-, 8 9 10 11 12 7-4-13 SHIP MAX DEFLECTION (span) : 1-1929 IN MEM 9-10 (LIVE) L=-0.38" D=-0.50" T=-0.88" == Joint Locations =__= 1 0.0.0 7 30-0.0 2 5.7-0 8 0-0-0 3 10.3-8 9 7-11-4 4 15.0-0 10 15.0-0 5 19.8.8 11 22-0-12 6 24-5.0 12 30.0.0 M All plates are 20 gauge Trus7EConnectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. v ------Scale: 5/32" = V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: OSHEA Piisdesignisforanindividualbuildingcornponenrnmrruss,gstem. /r has beenbnreds.specificnrinnsprovidedbrrhecomponemmmwfncrurer Chk: CM Truss ID: A313and ® dmre in accordance "•irh rhe currem sersions of TPI and AFPA drsigrh stmhdnrds. No mvpnnsibilify is r med for dimension./ accmnq�t Dinhmamas Dsg n r: EC are to be renfied by the cnmponenr manufacrurer.nd/or building designerprior ro fnbricmion. The building designer mat nseenain dmr Ute loads TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD milked on this design meet or ereced the landing imposed by the local building rude mrd the particular application. The design assures that the rap chord is laterally braced by tire roo/or /Inst sheathing and the bottom chord is laterally braced br a rigid sheathing nmrerial directly attached. mdess erhmvise noted Bracingsho-i isfor lateral support o/compouems menrb-mrhv to reduce buckling length. Phis warp........ shall nm be placed in any TC Dead 11.00 psf Rep Mbr end 1.00 ®FABRICATORS e-imnmemrlmtwill-use,he aismrecommit ofilm,-droerceed19Ponnd/ormuse roa-vorplmararrosioa. Fabriram.hmrdle.iasudl BC Live 0.00 psf O.C.Spaeing 2-0-0 mrd b..,hi,,- is accordance with rite f.11--ing smndards: JOINT DETAILS" bs* T sunl.:4N51?Pl l ; 'IVTC I l' - Wood Truss Council ofdmerica Standard Design Responsibilities. 'IIAHOLING INSTALLLVGAND BP 4CING AlET4L PLA TECONNECTeu WOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95826 - lId/B-91,1 and 7dIB-9l SUMMARYSHEET hr TPL The Truss Plate lnstirme ifPH is Incnted nr D'Orrajrin Unsrr. Jfndisnn. IVisrnnsin 33719. The American Forest mrd Arper Associarian (.-/FPA) is located m 1111 l9rh Street All V. Sic• 600. 1Vashingrmr, DC :0036. TOTAL 37.00 psf Segn T6.4.12 - 0 ob Name: OSH 6-7.1 Truss ID: A5 Drwg: ' TC 20 DFL #1 Plating spec : ANSI/TPI -1995 This truss is designed using the BC 2x4 DFL #1 i J W THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 Loaded -for 10 PSF non -concurrent BCLL. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone Gable verticals aW2x 4 web material spaced y Permanent bracing is required (by others) to Hurricane/Ocean Line = No , Exp Category = B gat 16.0 " o.c. unless_ noted otherwise. I prevent rotation/toppling. See HIB -91 and Bldg Length = 90.00 ft, Bldg Width = 30.00 ft - Top chord -supports 24.0 " of'uniform-load ANSI/TPI 1.1995 or ANSI/TPI 1.2002. Mean roof height = 20.65 It, mph = 80 at 16 psf live load and 11 psf dead load. PLATING BASED ON GREEN LUMBER VALUES. UBC Standard Occupancy, Dead Load = 21.0 psf Additional design considerations may be o- 2•50 I 1-2.50C-3 -------LOAD CASE #1 DESIGN LOADS ------------ required If sheathing Is attached. No.. 133 335 Dir L.Plf L.Loc R.Plf R.Loc LLrrL [+] Indicates the requirement for lateral TC Vert 110.00 0- 0- 0 179.00 ,5- 0- 0 0.51 bracing (designed by others) perpendicular -0-0 14.6.6 �� C30 --0:0--- 30=0:0'1o TC Vert 179.00 15. 0- 0 110.00 30- 0- 0 0.48 to the plane of the member at 63"Intervals. 010 20 21 22 23 24 25 26 27 28:90 31 32 33 34 35 36 37 BC Vert 20.00 0- 0- 0 20.00 30.0- 0 0.00 Bracing is a result of wind load applied ..WM'' to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss -S - face providing lateral support for webs In •-� OVER All plates are 20 gauge Tr swat;Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. 1�-� CONTINUOUS the truss plane and creating shear wall WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. action to resist diaphragm loads. JOB#: OSHEA 71ds desi5m is for nu individual building cmnponem rmt truss slarem 0 has 6eeu based au specifications provided by die rompouent mmrvfrarumr Chk• CM _-- = Joint Locations =_ Truss I D A5 ® 1 0.0.0 20 0-0.0 Dsg n r: EC 2 5.4.0 21 5-4.0 . are to he verged by the component manufacturer and/or building designer prior to fabrication. The building designer moat ascenaiv that Ire lands 3 6-8-0 22 6-8-0 ' 4 8-0-0 23 8.0-0 WESTERN WOOD atilised on Iris design mem or exceed the loading imposed by the loco/ building code and the panicular application. The design assumes thin the nrp elmrd Is huernlly braced by rhe roof- lour sheathing and the bon am clron! is laremlly bnreed hr n rigid sheathing nmteria! directh hunched. unless oche-ue 5 9-4-0 24 9.4.0 16.00 psf Du rFacs L=1.25 P=1.15 6 10.8-0 25 10.8.0 This be in 15-M 15-0-0 7 12.0.0 26 12-0.0 1 2 3 4 5 6 7 8 9101 12 13 14 15 16 17 18 19 8 13.4- 0 27 13.4-0 9 14.3-0 28 14.3.0 0 0.00 psf 10 14-8-0 29 14-8.0 11 15- 0.0 30 15. 0- 0 O.C.Spaeing 2-0-0 - 12 17-4-0 31 17-4.0 3-4 13 18- 8- 0 32 18. 8. 0 6-7.1 t 7.4.13 t 15 21.4- 0 34 21.4. 0 16 22'8"35 22. 6. 0 17 24-0-0 0 36 24.0.0 18 25-4-0 37 25.4.0 19 30-0-0 38 30-0.0 i J W - 3-0.6 SHIP 4 3.4 e (� o- 2•50 I 1-2.50C-3 � C-3 No.. 133 335 14.6.6 Exr. 6-3 -0-0 14.6.6 �� C30 --0:0--- 30=0:0'1o * 010 20 21 22 23 24 25 26 27 28:90 31 32 33 34 35 36 37 38 ..WM'' TYPICAL PLATE-- 1.5W4/6/2004 -S - •-� OVER All plates are 20 gauge Tr swat;Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. 1�-� CONTINUOUS Scale: 5/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job:.EJ. JOB#: OSHEA 71ds desi5m is for nu individual building cmnponem rmt truss slarem 0 has 6eeu based au specifications provided by die rompouent mmrvfrarumr Chk• CM Truss I D A5 ® mtd done in accordmrce with rhe rurrem versions of TP! mrd AFPA design samdnrds. No responsibility is assumed f dimensional accuracy. Dinrenswas Dsg n r: EC . are to he verged by the component manufacturer and/or building designer prior to fabrication. The building designer moat ascenaiv that Ire lands WESTERN WOOD atilised on Iris design mem or exceed the loading imposed by the loco/ building code and the panicular application. The design assumes thin the nrp elmrd Is huernlly braced by rhe roof- lour sheathing and the bon am clron! is laremlly bnreed hr n rigid sheathing nmteria! directh hunched. unless oche-ue TC Live 16.00 psf Du rFacs L=1.25 P=1.15 This be in TC Dead 11.00 psf Rep M br Bnd 1.00 ®FABRICATORS noted. Bmc/ng.shover is for lateral support of components members onh• to reduce budding lentnh. rompuneat shall not placed mit envimmneuttha'I,-rausethemnismmcnntenroflie"oodtoesceed/9°bmrJ/rcausecannecrorpinterorrosion.Fabrirnte.hnudle.insrall BC Live 0.00 psf O.C.Spaeing 2-0-0 and bmce this truss in ncmrdancc with thejollmring nandaMs: JOlb70ETAILS"by Tme"el.:INSI?PII'.'IYTCAI'.IVood T-C'am¢il ofAmert-SwadrsMOmignResponsibilhies.'HANDLI,\'GIVSTALL/,A'GANDBRACIVGA/ET,ILPLiTEC'ONNECTEDWOODTRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05678 .1H/B-9/I artd'IIIB-9L SUAIMARYSHEEr by 1'Pl. The Tmrs Plnre lnsritme tTPlJ is lnrntcdm D'Otrofrio Orise. Aladisnn. IVisrnnsin 33719. The Amed-, Forest and PaperA.esociation IAFPA7 is hooted at 1/11 19rh Soect. NIV, S,,40. Washington. DC':0036. TOTAL 37.00 psf Seqn T6.4.12 - 0 Job Name: OSHEA Truss ID: 131 Drw : B1 TC 2x4 DFL #1 BC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD Permanent bracing is required (by others) to prevent rotation/toppling. See HIB -91 and ANSI/TPI 1-1995 or ANSI/TPI 1-2002. PLATING BASED ON GREEN LUMBER VALUES. Plating spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBG RESEARCH REPORT #1607 `Gable venicals-are2x-4-web materialspaced) M at 16.0 " o.c. unless noted otherwise. f Top chord -supports 24:0 " 65 of uniform 1 at 16 psf live load and 11 psf dead load. Additional design considerations may be required if sheathing is attached. E+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. 6-0-0 1 6-0-0 1 2 3 4 5 6 7 8 9 5.00 -5 00 3-4 This truss Is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricans/Ocean Line = No, Exp Category = B Bldg Length = 90.00 ft, Bldg Width = 12.00 ft Mean roof height = 18.77 ft, mph = 80 UBC Standard Occupancy, Dead Load = 21.0 psf ---.......LOAD CASE #1 DESIGN LOADS ----- Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 112.00 0-0-0 144.00 6.0.0 0.51 TC Vert 144.00 6.0-0 112.00 12-0-0 0.49 BC Vert 20.00 0-0-0 20.00 12.0.0 0.00 === Joint Locations =_= 1 0-0-0 10 0-0.0 2 2.7.0 11 2.7-0 3 3.11.0 12 3-11-0 4 5.3.0 13 5.3.0 5 6.0.0 14 6-9.0 6 6-9-0 15 8. 1.0 7 8-1-0 16 9-5-0 8 9.5.0 17 12.0-0 9 12.0-0 <� C M10 11 12 13 14 15 16 17 C� I IID 4.1 �o -ern • r I �P OG)0 ®0 F r <� C M10 11 12 13 14 15 16 17 * _N. I r T T • r I �P TYPICAL PLAT_ 1.5-4 F r C' `004 V COVER•CONTINUOUS, All plates are 2ffauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. SUP P_ORT Scale: 11/32" = 1� WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: OSHEA Tlris design is fur an individual building component uor Huss spsrent. B bm been bared an slr:ciPcmions provided by the comprnmm mm fmmrer Chk: CM Truss I D 131 ® dimimm! ncr 0, Dhnensioru and done in attordm¢•e u•irh rhe currem versions of TP/ mrd AFPA design srnudards. No responslbilln• i. assumed f r eru Dsgn r. EC . nm ro be -rifled by the component rnmrufacturer and/or bui/ding designer prior ro fabricnrimr. The building designer cornu rurenniu drat rhe londr TC Live 16.00 psf DurFaes L=1.25 P=1.15 WESTERN WOOD ualt ed mr dds desig r meet .reed the loading imposed by the local building rode and the lnrnicular appliralion. The design rrsamnes rh a rhe rap rhord bd hr n rigid shenrhing mnurlal dimrtl r nuarhed. ualeu orhenelse is laterahor jlnor sheathing and the borronr chord is Imerallrrace lly bracedr thej naretL Brocingshoe•n isfor /menti support ofmmpone,,t urembc only ro reduce hurkling length. This marponent shrtll rmr be placed in con• TC Dead 11.00 psf Rep Mbr Bnd 1.00 ®FABRICATORS euW-mv-h--ill--,he maisr-a mutein irhe uvod ro ercced 19.4 mrd/or cause mn-c-plate mmrsimr, Fabicmm handle. hal.11 BC Live 0.00 psf O.C.Spaeing 2-0-0 arrd bmce this to in ac -dance uirh rilefo110 wgsrmrdn*: 901NTDETAILS'hrT seal. 11NSIITP/l'.'IMA P. IVood T'-C•amrcil • of America Simrdanl Design Respotuibiliries.'IIANDLINGINSTALLINGAND 8R4C'INCd/ET, IL PLA TE C MINECTE'D IVOOD TRUSSES' BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 95626 . p/18.9Uand IliB.91 SU,%fiMRYSHt.'Er hr TPL The Tncv Plnre Insrimm rTPl1 is iacmed m D'Ono(n'n Det, Aladis.,, INscwrsln 53719. The Amerirmr Forest and PrtperAss wion (AI•PAI is 1m:rtred at /1 11 19th Sneer. NIV• See $00. 11a h ngron. OC' ]0036. TOTAL 37.00 psf Seqn T6.4.12 - 0 rra Job Name: OSHEA r Truss ID: 132 Drw : ` BRG x -LOC REACT sizes REQ D TC 2x4 DFL #1 Plating spec : ANSI/TPI -1995 This truss is designed using the 1 0- 1-12 592 3.50 .1.50^ BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 11-10- 4 592 3.50^ 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 BRG REQUIREMENTS shown are based ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone bearing Hurricane/Ocean Line = No, Exp Category = B on the trues material at each TC Live 16.00 psf Bldg Length = 90.00 ft, Bldg Width = 12.00 ft arli_ed on IN, design meet or screed die loading imposed by rhe local building code mrd the p-imlor opplicnrimr. The design assumes that the top chord Mean roof height = 18.77 ft, mph = 80 TC FORCE AXL BND CSI TC Dead 11.00 psf UBC Standard Occupancy, Dead Load = 21.0 psf 1-2 -687 0.01 0.23 0.23 noted Bmeing shmvn isf r lateral suppon of caryxineuts namhers nolo ro reduce buckling length. This eompanew shall nor be pineed in nm• 2-3 -687 0.01 0.23 0.23 1 ®FABRICATORS envimnmenrtIn'"len-'he meisrurecorueinnftheewidtoerreedl7°onud/arenacecmrnecrurplatecnmuinn.Fabriraichadle.i-all BC FORCE AFL BHD CSI O.C.Spaeing 2-0-0 4-5 588 0.09 0.18 0.27 BC Dead 10.00 psf Design Spec UBC -97 5-6 588 0.09 0.18 0.27 of America Standard Design ResMnsibilhies.'WANDLING INS'TALLINGAND BRAC'INGUETAL PIAT£ CONNECTED WOOD TRUSSES' WEB FORCE CSI WEB FORCE CSI 2-5 167 0.08 6-" i 6-0.0 1 2 3 0 4-4 5.00 W C W 104-1 >Ti C V 0 :z 4 !oi 2-0-0� MAX DEFLECTION (span) : L/999 IN MEM 5.6 (LIVE) L= -0.02" D= -0.03" T= -0.05" - Joint Locations = 1 0.0.0 4 0.0.0 2 6.0.0 5 6.0.0 3 12.0.0 6 12.0-0 3-7-13 SHIP JO -4-1 M<C4 5 6 r ® (n ',� F F rpL`�OQ`��P 04 1 X004 Scale: 11/32" = V All plate 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#: OSHEA lhis design is/or nn individual building canponaa nor Inas system. It Ms been bmad on specifernifina provided by the conrpenenr o nn ifncrurer Ch k• CM Truss ID: 132 ® and done in accnrdmme u•idi rhe rumen versions of TPl and AFPA desiynr srnndnrdr. :Vn responsibility is nuuunedJ r dinieusimal aceurney. Dirnensiars Dsgn r. EC me ro be verified by rhe componem manufacturer nird/or building designerprier to,(ibrirminrn. The building designer error mccrtnia that rhe lemG TC Live 16.00 psf Du rFaes L=1.25 P=1.15 arli_ed on IN, design meet or screed die loading imposed by rhe local building code mrd the p-imlor opplicnrimr. The design assumes that the top chord WESTERN WOOD is lnrerelly braced by die roofor floor sheathing mrd the bona chord is haerelly braced by a rigid Aeolhing inewrial dire sb- anoehed unlea nth-ise TC Dead 11.00 psf Rep Mbr Bnd 1.15 noted Bmeing shmvn isf r lateral suppon of caryxineuts namhers nolo ro reduce buckling length. This eompanew shall nor be pineed in nm• ®FABRICATORS envimnmenrtIn'"len-'he meisrurecorueinnftheewidtoerreedl7°onud/arenacecmrnecrurplatecnmuinn.Fabriraichadle.i-all BC Live 0.00 psf O.C.Spaeing 2-0-0 and bmee this inns in -rd-re rr•irh the fulloning srmrdnn/r: YOIMr DETAILS' br Runral, ANSUTPI V 'IVTCA V. Wood T- C'uuncil BC Dead 10.00 psf Design Spec UBC -97 of America Standard Design ResMnsibilhies.'WANDLING INS'TALLINGAND BRAC'INGUETAL PIAT£ CONNECTED WOOD TRUSSES' 3700 RIEGO ROAD, ELVERTA, CA 95826 . (HIB•91) and '!i/B•9! S'UhIMARYSII££T br TPL The 7)uv 1'!me lnstimre (T!'!) is lucnted at D'Orafria Drive. lhndi-,. IVisronsin 53119. The Americnu Forest and PnperAssooimion (AFPA) is looeted m //I/ 191h Sires[ NIV. Ste 500. Wnshingron. DC:0036. TOTAL 37.00 psf Segn T6.4.12 - 0 -1 Job Name: OSHEA Truss ID: 133 Drw : ` BEG 8 -LOC REACT SIZEREQ' D TC 2x4 DFL #1 Plating spec : ANSI/TPI -1995 This truss Is designed using the 1 0- 1-12 444 3.50 .i.so: BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 11-10- 4 444 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 BRG REQUIREMENTS shoot are based ONLY PLATING BASED ON GREEN LUMBER VALUES. PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone on the truss material at each bearing Hurricane/Ocean Line = No, Exp Category = B 6-0-0 I 6-0-0 Bldg Length = 90.00 ft, Bldg Width = 12.00 ft TC FORCE ARL BND CSI 2 3 Mean roof height = 18.77 ft, mph = 80 1-2 -687 0.01 0.23 0.23 -5.00 UBC Standard Occupancy, Dead Load = 21.0 psf 2-3 -687 0.01 0.23 0.23 BC FORCE ASL END CSI 4-5 588 0.09 0.18 0.27 5-6 588 0.09 0.18 0.27 WEB FORCE CSI WEB FORCE CSI 2-5 167 0.08 4-4 2.10.1 2-10-1 W COSHIP C3-4 3-4 I- %", JO -4.1 10-4-1 V�'FSSiw- ,.5 4 . e s �C-' x.413 �P 6 �r J7 M< C a 5 s 5 =. �� /2004 All plates are 25uge w.uswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 15/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#:OSHEA ® ibis design is for an individual buildingrornponemmm�wstruem. hharAeonbnsedonspecifanionspravidedbythecnmponemmnnufumrer Chk: CM Dimen dTruss ID. B3 and done In ncrorr/ance with rhe tomcat veninns of TP/and AFPA u�igr+smndards. No responsibiliq• is assmned for dimensial onoscura). sians re to be verged by rhe component +nnnufanumr and/or building detigr+erprior ra %abncarian. The building desigr+er must nscennin that rbc loads Dsg n r: EC WESTERN WOOD wili:edonthisdesignneetarecceeddmlondingimpoedbyrhelocnlhuildingcademrdd+epnnicularnpplicnrion. The design«ssmnenlmnheraPcb°nl TC Live 16.00 psf DurFaes L=1.25 P=1.15 is laterally braced by rhe rao(nrf/mr aheaddag and the bottom chord is laterally braced by a rigid sheathing t u ier/al dimply attached. unless othenrise cored ponenrs memben only io nnluce buckling leogrh. This mmponeut shall nor be pl<med is nqr TC Dead 11.00 psf Rep Mbr end 1.15 ®FABRICATORS enviranmemrhmmillrnused+enmismrerontenro(rheuoodm-cad l9-band/or causerunneer-plmeco-wa.Fabriemehnndle.1ata/l BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this tress is accordance avid+ the f lrmdng standards: 'JOINT DETAILS' by Tnrsrrcd.:INS1?P1 / : 'IVTC I I'. IVmd T ss Cbunril ofdmerica Smndard Dcsigr+Rcsponsibiliiies.'/GNDLINGINSTALLINGAND BRA C'I,VG rIIELaLPLATECONNECTEDIVOODTRUSSES• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05626 . (II1B.9q mrd 'l11B-91 SUALNARYSNI.'Er b?• TPI. Thr T .av Plnrc G+srirurc ITP11 is lortucd m D'Or+ Jrin Unar. h/ndiaan. II'isconsin 13719. The Amerie- Faresr and Pam,Asaociatian (AFP.4) is located at 1111 19th Srreer, IVIV. Ste 800. IVrahiagton. DC' 30036. TOTAL 37.00 psf Segn T6.4.12 - 0 MAX DEFLECTION (span) : L/999 IN MEM 5.6 (LIVE) L= -0.02" D= -0.03" T= -0.05" _=- Joint Locations -_ 1 0.0.0 4 0. 0.0 2 6- 0- 0 5 6- 0- 0 6-0-0 I 6-0-0 3 12.0-0 6 12-0.0 ' 1 2 3 r 5.00 -5.00 4-4 2.10.1 2-10-1 W COSHIP C3-4 3-4 I- %", JO -4.1 10-4-1 V�'FSSiw- ,.5 4 . e s �C-' x.413 �P 6 �r J7 M< C a 5 s 5 =. �� /2004 All plates are 25uge w.uswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge, positioned per Joint Report, unless noted. Scale: 15/32" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. JOB#:OSHEA ® ibis design is for an individual buildingrornponemmm�wstruem. hharAeonbnsedonspecifanionspravidedbythecnmponemmnnufumrer Chk: CM Dimen dTruss ID. B3 and done In ncrorr/ance with rhe tomcat veninns of TP/and AFPA u�igr+smndards. No responsibiliq• is assmned for dimensial onoscura). sians re to be verged by rhe component +nnnufanumr and/or building detigr+erprior ra %abncarian. The building desigr+er must nscennin that rbc loads Dsg n r: EC WESTERN WOOD wili:edonthisdesignneetarecceeddmlondingimpoedbyrhelocnlhuildingcademrdd+epnnicularnpplicnrion. The design«ssmnenlmnheraPcb°nl TC Live 16.00 psf DurFaes L=1.25 P=1.15 is laterally braced by rhe rao(nrf/mr aheaddag and the bottom chord is laterally braced by a rigid sheathing t u ier/al dimply attached. unless othenrise cored ponenrs memben only io nnluce buckling leogrh. This mmponeut shall nor be pl<med is nqr TC Dead 11.00 psf Rep Mbr end 1.15 ®FABRICATORS enviranmemrhmmillrnused+enmismrerontenro(rheuoodm-cad l9-band/or causerunneer-plmeco-wa.Fabriemehnndle.1ata/l BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this tress is accordance avid+ the f lrmdng standards: 'JOINT DETAILS' by Tnrsrrcd.:INS1?P1 / : 'IVTC I I'. IVmd T ss Cbunril ofdmerica Smndard Dcsigr+Rcsponsibiliiies.'/GNDLINGINSTALLINGAND BRA C'I,VG rIIELaLPLATECONNECTEDIVOODTRUSSES• BC Dead 10.00 psf Design Spec UBC -97 3700 RIEGO ROAD, ELVERTA, CA 05626 . (II1B.9q mrd 'l11B-91 SUALNARYSNI.'Er b?• TPI. Thr T .av Plnrc G+srirurc ITP11 is lortucd m D'Or+ Jrin Unar. h/ndiaan. II'isconsin 13719. The Amerie- Faresr and Pam,Asaociatian (AFP.4) is located at 1111 19th Srreer, IVIV. Ste 800. IVrahiagton. DC' 30036. TOTAL 37.00 psf Segn T6.4.12 - 0 'PEAK PLATE: 3.4 (2x4) 5-5 (2x0) 0-012x01 1.5.3, TYPICAL CONNECTION BC SPLICE; 3-4 12x41 5-5 (2x0)—I &0 (2x8) A cu CD MAXIMUM 40 PSF LIVE LOAQ BO MPH WIND EXPOSURE C. A } LESS -0" WALL HEI011 Qaof ESS/0-0 z ' SCO ` Nq! 4" ; `�S�yG+�y � IN DE TAI(: ��. 0 Y No 982 .E P. 1 31/02 * cl) z G' -O' MAXIMUM BRACE SPACING 20 112 MINIMUM CUN'I'INUOUS STRONGDACI(l111ACFU IOIIOOf• SIRUCIWIT: AI C' -O' MAXIMUM. CONTINUOUS UEAIIING WALL MAXIMUM 1'.0" I AVT' bV1II1 1• �" 131 OCIC S (it) :12"u.c. Oil 2' U" I -AVL, MAXIMI)M. WI111 4x2 92. 01113111. OU I I OOKFIIS CUT IN 10 GA131.C: 11 / 32"o.c. 0 SIIIONGBACK AT; 7.x4 SIIIONGIIACK IMACFU 4--10' CI-UASIIAIJ../C1 MIII I AT EVERY G' -U' MAXIMUM 4'-1.5"CLhAItSI'AIJ, OO MI'11 M11dIMUM GIIAUI: CI10110S AND S I UD i 2x•1 S I VU/S I ANUAIID. SI LIDS TO 13E MAXIMUM 24 "o.c. I IC -EL PLA H_: :7.4 12x41 5-y 12x6l 6-6 12XO1 .ny.-M , iti.w• ,., /(120 BRACE 1' WALL RIIACING 11-n BUILUING '\UFSIGNFII. 2x4 CONTINUOUS )LACKING Willi IGd NAILS AT 24' o.c. 'TO THE WALL PLATE. SECTION A GABLE END fnAMING CONNI:CIIOr'I ULIAILS (MIN. NAIL REUUIIII:MFNIS SHOWN) 2x4 SOI.IU 1ILOG1; WAIT a lfd NAII SOAlll.f. SIUri SIJEAlII1NG TO GABLE y Gd A I G" o.c. EA. FiNI. AND Rd (JAILS 1't1UM SIILA IIIING / TRUSS. Bd AT 6' o.c. TO BLOCK AI G"o.c. / �< 16d AT 24" o.c, /I / J / 2.-1Gd 1 Y," UI'C11 / / Al r' 37- o.c. SOLID 11LOCI( I Will 12- 1 6)11 1 01:. \� 24'0.c. . Gd NAILF1) EA. ENU 2-16d 2x4 BIIACE• Il WI 11-1 4 IGd NAILS CODE SPACING UAIE WAIINING nead all nofes on This silver arlcf give a copy of it to rhe Frecring Conhaclor. MODEL 20 UBCCON-fINUOU$ 2/11/99 Jn�s'I^s.v�� rx rur nn 1„ni.•h lual hnild I I rn,.rur,rnt. It nn.•. I—, nn.-.r.n n, srnoncnenrs n, o-.ru.•o by me rnrnhnnenl mnn"t.ct nR, And done In h 1tt.nnlMn;n wqthe on"'d v,y HnnR til In And ArrA .t^clyn standNd9 ,'1.).nsPnnsipilily Is A•:c , ,rd I'M dln,e„9lnnat Accuracy Olmenslons Are In he .nrihnd nrn v thn cnro„nnl ,,,1nnlAClnr nr M,d'n, hl „Irlir,n drsi(l.,nr r,in, In Inh,IrAl,rn TI,r.I hnildi-, dn<Iyne, shla AsrerlAM Ilial the IpAds nliti: eli On ,I,i., dr,^.lpn mnM n1 e"re^d the Inadino ir,•r"s Cd by Ih, In. -al In,ildir,o code 11 rs as.^.nmrrl INII 1.,e Irn chem Is Int—Ify braced by the /ate I ��s `� �nl r, Ilnnr sh^alnlr.p a„d the bnlmm chn,d ig lalr,nnv s,A,;^d by n r,o,,l aneaulh,o -m—al AnnChed. warns nlher" ,e noted. swing : 10, IM 1l o, q.pn,l no r .. nr,ly n,Mro nnly Ip .n1.„ n nr,r:r anti lw,am tint c mpn.. M,l strati not be rJncnd In tiny enrlln,mlent that •�`�r/ QV�)e� ('� *� 1�T�7�sr�lq ra x rJ 11 ryi/ltni � fI r• , .n u,r n, ,-Iran [mdn.,l ,'�1 n,n w ml r. ".t In" n ,d .... r ...Iv r111R r Paa.I[Mc. nnnell., lnstan And brec! 11.19 hvse 1n GABLE DETAILS II:USWAL SVS1F.Iv15 CUIx-`p17Al1UN A'':cTlAncr •n,d,,lhe k,IM•.vn+y sa,n,lhls '1nuscc rm 11nnUAl' hy,T,nsw11. -ou,,my comnOL STAtIDAnD rt3n RIEIAL rLATE CONNECT EO '%.^ OU In1155E5' . 105TBB7, ItAtIUUNO INSTAItn1C7 ATrLI PIIACIN,: METAL rLAIF. MfItJECIED WOOL) TnUSSFS . (1119.911 And '11181.9t <,;IJMMIY SHEET by in the T.)9< Ptah, IncFivlF Itrq Cc hmind at S93 OOnoh,o D,i,e. MAdsnn. Wisconsin 532t9. The Amencen Forest And ' I I CO I .rr=, Asncnnun (AFrA) is Io, sm,l aI t2Sd Ca nertvnt A—. 11111 Stn 2dn Wnshi Imn. UC 2nn35. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ,Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 Project Address........ Jake Road ******* Butte County *v6.01* documentation Author.'.. Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone.. ....... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04055S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 128.0 sf Building Type.............. Single Family Detached Construction Type ......... New. Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2' Floor Construction Type.... Raised Floor Glazing Percentage......... 10.8'% of floor area Average Glazing U -factor... 0:41 Btu/hr-sf=F Average Glazing SHGC....... 0.42 Average Ceiling Height..... 8.7 ft BUILDING SHELL INSULATION Component Frame. Cavity Sheathing Total Assembly Type Type R -value R -value R -value U' -factor Location/Comments Wall n/a R-19 R-n/a' Rt1.9 0.065 FRONT, LEFT, BACK RIGHT, KNEE WALL.. TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Floor n/a R-19 R-n/a R-'19 0.049 ABOVE GARAGE SlahEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR =.'SlabEdge n/a R-0 R-n/a , F2=0.510 TO GARAGE Yf Roof, n/a R-38 R-n/a R`38; 0.025 TO ATTIC, VAULTED FENESTRATION Over= Area U- Interior Exterior' hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 12.3 0.400 0.400 Standard Standard None Window Left (W) 10.5 0.400 0.400 Standard Standard None Window Left (W) 24.0 0.400 0.400 Standard Standard None Window Left (W) 12.3 0.400 0.400 -Standard Standard None Window Back (N) 4.0 0.400 0.400 Standard Standard None Door Back (N) 10.0 0.550 .0.650 Standard Standard None Window Back (N) 12.3 0.400. 0.400 Standard �g S•t-an and None. LOUTS Window Right (E). 10.5 0.400 0.400 Standard StM.ndare �� None Window Right (E) 9.0 0.400 0.400 Standard St ndavii None Window Right (E) 21.0 0 .400 . 0.400'. Standard �����S�t�a"ridarcl I�'o(�i�T one Window Right (E) 12.3 0.400 0.400 Standard A� �r "None r ( 'V t® Bui ing Permit Plan Cec Date Fi.e C ec Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04055S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 128.0 sf Building Type.............. Single Family Detached Construction Type ......... New. Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2' Floor Construction Type.... Raised Floor Glazing Percentage......... 10.8'% of floor area Average Glazing U -factor... 0:41 Btu/hr-sf=F Average Glazing SHGC....... 0.42 Average Ceiling Height..... 8.7 ft BUILDING SHELL INSULATION Component Frame. Cavity Sheathing Total Assembly Type Type R -value R -value R -value U' -factor Location/Comments Wall n/a R-19 R-n/a' Rt1.9 0.065 FRONT, LEFT, BACK RIGHT, KNEE WALL.. TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Floor n/a R-19 R-n/a R-'19 0.049 ABOVE GARAGE SlahEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR =.'SlabEdge n/a R-0 R-n/a , F2=0.510 TO GARAGE Yf Roof, n/a R-38 R-n/a R`38; 0.025 TO ATTIC, VAULTED FENESTRATION Over= Area U- Interior Exterior' hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 12.3 0.400 0.400 Standard Standard None Window Left (W) 10.5 0.400 0.400 Standard Standard None Window Left (W) 24.0 0.400 0.400 Standard Standard None Window Left (W) 12.3 0.400 0.400 -Standard Standard None Window Back (N) 4.0 0.400 0.400 Standard Standard None Door Back (N) 10.0 0.550 .0.650 Standard Standard None Window Back (N) 12.3 0.400. 0.400 Standard �g S•t-an and None. LOUTS Window Right (E). 10.5 0.400 0.400 Standard StM.ndare �� None Window Right (E) 9.0 0.400 0.400 Standard St ndavii None Window Right (E) 21.0 0 .400 . 0.400'. Standard �����S�t�a"ridarcl I�'o(�i�T one Window Right (E) 12.3 0.400 0.400 Standard A� �r "None r ( 'V t® CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 MICROPAS6 v6.01 File -04055S, Wth.7CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence. Tank Type Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .59 50 R- n/a REMARKS SLAB SURFACES: Area Slab Type (sf) Standard'Slab 200 HVAC SYSTEMS Refrigerant. Tested ACCA Equipment Minimum Charge and Duct.. Duct Duca, Manual Thermostat Type Efficiency Airflow Location R -value Leakage D . TYPe. Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4..2 No No Setback Tank Type Storage WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 .59 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Prosect Title.......... The O'Shea Residence Date..03/11/04 16:42:23 MICROPAS6 v6.01 File -04055S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence COMPLIANCE'STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1. and. ,6 , of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to,be built in multiple orientations, any shading feature that is varied is,indicated in the Special Features Modeling Assumptibns*section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name..... Tim O'Shea Name.... Marty Runnells Company. Owner Company. Energy Calculation Services' Address. 1354 East Ave. STE R -315 Address. 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Chico, CA 95926 Phone... 530.894.3314 Phone:.. 530-894-8466 License. �Z % 'Signed.. G Signed../� late ENFORCEMENT AGENCY Name.... Title... Agency.. Phone.. Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL, Page 1 MF -1R Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 project Address Jaka R d ******* ........ oa Butte County *v6.01* -Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste9 Plan Check Date Chico, CA 95926- 530-894-8466 5926530-894-8466 Field Check/ Date Climate Zone... ...... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04055S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence Note:.Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach.used. Items marked with an asterisk (*) may be superseded by more stringent. compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *150(a): Minimum R-19 ceiling insulation. er ment ✓ 150(b): Loose fill insulation manufacturer's labeled R -Value. ✓ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls .(does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insu'lation.in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0'.3%, water vapor transmission rate no greater than 2.0 Perm/inch.' /,, 118: Insulation specified or installed meets insulation quality t� standards. Indicate type and form. 116-17: Fenestration Products, Exterior,Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2.. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150o(g): Vapor barriers mandatory in Climate Zones 14 and 16 150(f)y Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N d 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control .2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R - Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 MICROPAS6 v6.01 File -040555 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run-1280.SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters,'showerheads and • faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads.calculated in accordance with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage.gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems,.insulated (R-4 or greater). 3. Back-up tanks for solar system,.unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal./external-insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and -.indirect hot water tank. *150 (m) : Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of'the 1998 CMC sectons 601, 603, and 604, and standard 6-3, ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant,.or other duct -closure system that meets the applicable requirements.of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such.tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets -and a circulation pump time switch. V 115: Gas-fired central furnaces, pool heaters, spa heaters or .household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 MICROPAS6 v6.01 File -040555 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES 15.0(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt. or greater for general lighting in kitchens. This. -general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance-. to the kitchen. 150(k)2: Rooms with a shower or bathtub must have"either at least one luminaire with lamps with an .efficacy of 40 lumens/watt'or greater switched at the entrance to the room or one of the alternatives to this.requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved.' Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 Pro'ect Address J � 1-e R d oa , Butte County-' *v6.01* Documentation Author... Marty Runnells ******* I Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc MICROPAS6 v6.01 File -04055S Wth-.CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Design. Design Space Heating.......... 17.9.0 16.40 Space Cooling.......... 13.`05 13.56 Water Heating.......... 17.64 15.48 Total 48'.59 45.44 Zone Type HOUSE Residence Compliance Margin 1.50 -0.51 2.16 3.15 *** Building complies. with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 1280 sf Building Type ................ Single Family Detached Construction Type New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units.... 1 Number of Building Stories. `2 Weather Data Type.........: .ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 11080 cf Slab -On -Grade Area......... 200 sf Glazing Percentage......... 10.8 % of floor area Average Glazing.U-factor...:. 0.41 Btu/hr-sf-F Average Glazing SHGC....... 0.42 Average Ceiling Height....:. 8.7 ft BUILDING ZONE INFORMATION Floor Area Volume ,(sf) (cf ) # of Dwell Cond- .Thermostat Units itioned Type 1280 11080 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 MICROPAS6 v6.01 File -040555 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence PERIMETER LOSSES Length OPAQUE SURFACES. Solar Area U- Insul Act Gains Solar Form 3 Location/ Surface (sf) factor R-val Azrn Tilt Gains Reference Comments HOUSE 10 S1abEdge 30 0.760 R-0 'No TO EXTERIOR 1 Wall 228 0.065 19 180 90 Yes None FRONT 2..Wall 241 0.065 19 270 9.0 Yes None LEFT 3 Wall 324 0.065-19 Area 0 9.0 Yes None BACK 4 Door 10 0.330 0 0 .90 Yes None ENTRY 5 Wall 351 0.065 19 90 -90 Yes None RIGHT 6. Wall 120 0.065 19 180 .90 Yes None KNEE WALL 7 Wall 218 0.065 19 180 90 No None TO GARAGE 8 Door 18 0.330 0 180 90 No None TO GARAGE 9 Floor 880 0.049 19 n/a 0 NoNone 0.400 ABOVE GARAGE 12 -Roof 90 660 0.025 38 n/a ..0 Yes . None TO ATTIC._ 13 Roof 448 0.025 38 180 14 Yes None- VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 10 S1abEdge 30 0.760 R-0 'No TO EXTERIOR 11 S1abEdge 20 0.510 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Atm Tilt Type/SHGC Type/SHGC HOUSE 1 -Window Front (S) 12.3 0.400 0.400180. 90 Standard/0.76 Standard/0.68 2 Window Left (W) 10.5 0.400 0.400 270 90 Standard/0.76 Standard/0.68 3 Window Left (W) 24.0 0.400 0.400 270 90 Standard/0..76 Standard/0..68 4 Window Left (W) 12.3 0.400 0.400 270 90 Standard/0.76 Standard/0.68 5 Window Back (N) 4.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 6 Door Back (N) 10.0 0.550 0.650 0 9.0 Standard/0.76 Standard/0.68 7 Window Back (N) 12.3 0.400 0.400 0 90 Standard/0.76 Standard/0.68 8 Window Right (E) 10.5 0.400 0.400 90 90 Standard/0.76 Standard/0.68 9 Window Right (E) 9.0 0.400 0.400. 90 90 Standard/0.76 Standard/0.68 1.0 Window Right (E) 21.0 0.400 0.40 0 90 90 Standard/0.76 Standard/0.68 11 Window Right (E) 12.3 0.400 0.400 90 90 Standard/0.76 Standard/0.68 SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 200 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The O'Shea Residence Date..03/11/04 16:42:23 MICROPAS6 v6.01 File -04055S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence REMARKS HVAC SYSTEMS Refrigerant Tested ACCA System Minimum. Charge and Duct Duct Duct Manual. Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic _ R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic. R=4.2 'No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .59 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The O'Shea Residence. Date..03/11/04 16:42:23 Project Address Jake Road ******* Butte County *v6.01'* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita-Avenue, Ste 9 Plan. Cec . Date Chico, CA 95926 530-894.-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001.Standards by Enercomp, Inc. MICROPAS6 v6.01 File -04055S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1280 SF Residence GENERAL INFORMATION Floor Area .............. 1280 sf Volume.. 11080 cf Front Orientation..... Front Facing 180 Sizing Location........... CHICO EXP STA Latitude ............. .. 39.7 degrees Winter Outside Design....... 27.F Winter Inside Design....: 70 7 Summer Outside Design......102 F Summer Inside Design....... 78 F Summer Range ......... ..... 37 F Interior Shading Used...... Yes Exterior Shading Used.:...:. Yes Overhang Shading Used..,* Yes Latent Load Fraction...:.... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ................. *. * Internal Gain .................... Ducts............................ Sensible Load ..................... Latent Load ...................... Minimum Total Load Heating (Btuh) 8976 2442 .n/a 7,007 n/a 1842 20266 n/a deg (S) Cooling (Btuh) 3404 1363 3432 2302 2100 1260 13861 2772 16634 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing:.safety margin, etc., must also be considered. It is the HVAC designer'sresponsibility to consider all factors when selecting the HVAC equipment. . fiyz 1 CDF FIRE SAFE REQUIREMENTS 4_-74004 AP# PERMIT # N Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] .1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings . 9 ry from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 4'? i oo AN PERMIT # N Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof and Enclosed Eaves [ ] If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 . AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-0028785 Recorded OfficialRecordsI O CoBUTTEOf I REC FEE 7.00 CONFORM 1.00 I �SS CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant 02:02PM 14 -May -2004 I Kathy I Page i of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 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: —T LV So U --&t Irl -V O -C -I" /\/Ov4 c,��s l 0v6,v4 0.10 A10 v �G, e�.5 Qvcw �''� D ScG�? v h 13 `rp wo SGS Z /V�v i^ '1'1 �a�qe / wPS7L vh. �. 13 v"7 4p Date w.PROPERTY OWNE vut State of California ) �~ County of fy k.V& ) On 1 1�� before mer',n'n,� known to me (or proved to and on the basis of satisfactory evidence) to be the persorowhose name(s),Ware subscribed to the within instrument and acknowledged to me thatAwtslw/they executed the same in-14s4er/their authorized capacity(ies), and that by$isAterltheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal LARRY O RUSSELL; Q - NOTARY PUBL C FORNIAD BUTTE COUNTY COMM. EXP; DECA S, 2007 A.P. #_ �. ,III , I 1 loll "Wil 111111111; ill if., V 4fs) IS) - 'T• 4SDI iso is b9b^ioaoR z�-mos Isinilil i io vtnuoJ I ]7rJH I _--EPj A :JACVA? �'4�"tfl�9A �;'1+•'. � i�stzizeA to I c ..l f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP040727 LICENSED CONTRACTORS DECLARATION , I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date' APN:O47-100-098-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address' Date: Contractor: Map Index' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: SF(1280)GAR(915)COV(144) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner' O'SHEA, TIM & BETH to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed. pursuant to the provisions of PO BOX 1354 EAST AVE STE R PM0315 the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95926 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: O'SHEA, TIM & BETH owner of property who builds or improves thereon, and who does PO BOX 1354 EAST AVE STE R PMB315 such work himself or herself or through his or her own employees, CHICO CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95926 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business Pro ssions Code Dates "Y2500wner: � License #' 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 Architect: issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carder: Total Square Ft: 2339 S.F. Policy a: Valuation: $107,464.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: —(-0 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject'an'employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of �VVII�` DD o0 compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 1,(� permit CONSTRUCTION LENDING AGENCY This is hereby issued under the applicable provisions of the Butte County Code an or I hereby affirm that there is a construction lending agency for the Resolution,yo dp, wQirk indicate bove • r hich ees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By:—g&Date: PERMIT EXPIRES ON: Date Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County toenterupon the above mentioned property for inspection purposes. l t� "'�— 6 Print Name:i �/ Signature: JWJI Date: 'Owner Q Contractor ❑ Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP 044'7, DATE: I Oq APN:O O O _ ZONING: OWNER LA T NAME: OWNER'S FIRST NAME: PHONE STREET ADDRESS: CITY, ZIP: /] ^ c E-MAIL: SITE ADDRESS: n� • (� CITY. ZIP: NEAREST CROSS STREET: TRACT/LOT P APPLICANT NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS:. FAX CITY, ZIP: E-MAIL: LICENSE NUMBER: LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: l2 q ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) FL crz� ; ,x O3 61> S 2,& EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration offthe permit and no construction work has been done. Filing fees, plan check fees for work plan checked and otlier'department costs are not refundable. For office use only:. Notes: :3 Application Received by: Receipt number: 3l�� ,35�. 31 [S� -� 8' .S A 3 n d6C> Date: 3I I WC4 Amount Received: a$$ I W ti 4 4 National. Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: -c- nc� By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of gra ' and/or other permits or other sanctions provided by law. Signed: Title: Date: �.� E.H. USE ONLY Sh Piot Men Attached Roos Stan AnacM 1 Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 71-�yq ® �h fid . 61 q;7 -zoo - 6 9 S) Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for 2,Wdwelling. Other Hold final for: Final clearance O.K. for: NOTE: 3--7 Environmen I th Specialist 3V 10`a4 ate 8/96 6'V COUNTY OF BUTTE-DEPARTMENT�OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 0 ( �v- OWNER: l� _ (�� ASSESSOR PARCEL NUMBER 04 I Proposed Building Use: A Q:Q.L3 S1 Counter Technician Date: I (� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. _ - 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ;,5- 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 7` 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings, 0 8. Manufactured homes: (A) Data sheets and installation Inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 0 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................' ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ Of 20. Erosion Control Plan Required....................................................................I... ........ g/ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit .............................//.................... .. .... .... 23. California Department of Fo�s�try plan approval Aid. Sent b... ,��f (e... 24. Planning approval (A) Use. K (B)Parking: (C) Parcel Check: D�-/ ❑ 25. Contact Land Development about -Improvements, -Drainage ......................... 9- 26. NPDES Form............................................................................................. 41gT 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style., Classification) ..................... ❑ 30. Worker's Compensation Carrier and. Policy Number ........................................... . ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... t;02. Letter of Signature authorization ........... 3..:........................Recorded copy of Agricultural Acknowledgment Statement....] .��. 7� .... ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits...........................................•............. ❑ 36. Deed Restriction......................................................................................... ❑ • 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone<11�r P I I _-19 f t and hold for pickup. _. I have been informed -offs the nabove ititems and requirements for obtaining a building permit. Applicant: �,� -C a t_) Date: r14 1. Index permit application for the above item5 number d: Plan Check Letter 2. Additional items required , e Contractor, designer, owner, was advised of the above ata by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: -7 --,0 7 Plans approved by: Date: J5 L� Structural reviewed by: Date: Structural approved by: Date: 2 C) Note transfer by: Date:_ `; ;? Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER -S:"*"� Of PROPROSED BUILDING USE IV U Ck 3 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ A.P. # 04--7 - r 00- 09� DATE RECEIPT # DATE REC. --- Revised Plan Checking Fee.... $ / HOOL DISTRICT FEES l Gzf (paid at School District Offce) (form available after Plan Check) 111E M*: /-e) 4-0 tet. - ��,�lif 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Cercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. / CREATION DISTRICT FEES pa at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) '7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER, TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) O.B.-1 OWNER -]BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit.' No building permit will be issued until this verification is received. 01 personally plan to provide the major labor and materials for construction of the proposed property improvement: YE!�Q NO ❑ (�. I HAV�C� HAVE NOT 13 signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAMM ADDRESS PHONE TYPE OF WORK GNED: PROPERTYOWNER: DATE:_ - 1 n — al -A NOTE. This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER I OWNER BUILDER INFORMATION Dear Property Owner. An application for a budding permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply If youplan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work Cmchrding materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Budder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely. /ice.. Mic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE: 7711S Owner-Builderinformaaan is required by Section 19930 of the California Health and Safety Code OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 14 -May -2004 2004-0028785 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDEN'T'IAL DEVELOPMENT 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: ���iu Ss"Ji1-i-� il�c;:.�-t- iJ.�C' "("jl� j1�G���'"''t� e,v�'S� U�vl�.�l�r.- �-�' •-fl.�� 41 C? Date \ U N ' LI mt! PROPERTY OWNERS: • yyg State of California ) Count�y4 of fit, kA& j ) OnLr \ (rid before me, a -persen" -appeu:ed.'IMA�! uUkj. `� ; �'� sl �` i A Versmratty known to me (or proved to me on the basis of satisfactory evidence) to be the personks) whose name(s).Ware subscribed to the within instrument and acknowledged to me that-hdstre'/they executed the same in.-hWher-/their authorized capacity(ies), and that by4tis4w4their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) acted, executed the instrument. WITNESS my hand and official seal. Signature.//_ !y�---- -"—' Seal:ro tl9+Rop R� NOTARY PUBLICLCAUFORNIA® >!'d ',' f 1� �/ � nI ly', COtviM D�CP MI 18, 2007 A.P. # 111 ���� - N 1 1, Zi 10: 1 + -3c" 3u YC1r 4,w hjiLq:-oo nvod Jon ::, sH isnIP170 MOON YTKUOj 3TTU8 biscuss� �s�ci�vc 3�zq/o4 _ Wc- NST re-&VOlr,,6 ff/V /Nml�ote- ls/LfCEv Wi4Cc- t,[NE, E,t,�7aClf oU� 7d p� � �oNlrrzucna�/ caw,cr6 . Op 7-fis h� P. BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) ��% -" 100 -099 Property Owner Ti M raj tx y, c^ Project Location/Address ,5�,, k".[� /�� t21 141 e- 0 Subdivision Lot Number(s) Residential Development: (check one) ew Development Alteration/Addition Mobilehome(s) Total'Number of Dwelling Units t Comment: _Non -Residential to Residential. Building Depaftment Representative Date • '4 � t Chico Area. Recreation and Park District(CARD) certifies that ` 6-19'38 <y (Applicant Name) (Phone Number) (Street Address)• 12 (City) p. (State) (Zip Code) 4 has "complied with the requirements of Butte Co. Resolution No. 90-140 by 4, payment•for dwelling units @ $1,189 for total payment of $ CARD Representative /Date r J PAID BY CHECK NO. R ARKS : �� q„3 C -� BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fec (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod--City.of Chico Building Dept. a w r! Building Depaftment Representative Date • '4 � t Chico Area. Recreation and Park District(CARD) certifies that ` 6-19'38 <y (Applicant Name) (Phone Number) (Street Address)• 12 (City) p. (State) (Zip Code) 4 has "complied with the requirements of Butte Co. Resolution No. 90-140 by 4, payment•for dwelling units @ $1,189 for total payment of $ CARD Representative /Date r J PAID BY CHECK NO. R ARKS : �� q„3 C -� BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fec (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod--City.of Chico Building Dept. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Schbol District, Building Department No. A.p.'Nuffiber Jurisdiction: city County 'Property Owner Property Location/Address JAt e 1.) Subdivision I Residential Development i n No of Living Mobile Home Units Installation Commercial/Industrial i - Now Addition Lot No. .................. . ... . ............ ..................... e ...................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection) ........................................................................ ! ....................... . ... Deed Restric&J Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage Building Department District Identification No. (Street Address) , I . I (City) has complied with the requirements of Resolution No. represe6ting square feet. School District Reoresentaiive (including Exterior Roofed Areas) . 57-//-0V Date Drfi.ffid§ that�/ C -\-,,(L cy Z, cz) o, (Applicant) — - -) —\ zj - (Phone Number) - (state) (Zip Code) by payment of $ AS 2926 FULL 1101MIGATION $ Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fen identified above by submitting a written protest to the District, In compliance with Gom i wit Code Section 66020(a), within 90 days from the date fen we paid. Failure to submit a timely written protist will'prohlbit you from chalkwWrig the Imposition of the fen In any court adkmL It, subsequent to the School District Representative signing this Butte County Schools Impact Fes CerffflcstIonForm, the School Dlitrid Is ;' notMsd by the applicable Local Planning Agency that this project Is being reviewed under the U1111ornia Ernr1ronmen1*1 Quality Act (Ck"h this project may be subject to additional school fen to hilly mltlpate.Us Impact on On school district's stools. White (applicant), Yellow (building department), Pink (school district) teefwm.* (t0103)dmm i Ot If Septic W/Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 40 Approved ❑ Conditionally Approved - - Site Plan Stamped Approved By . Date Page 1 of 5 z SITE PLAN REVIEW APPLICATION Date: �%- �� 7�c� AP# q 7 00 . Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: /. Owners Name: o NEA 77) Owners Address: ;!3 'S � �� V 5o 1T(5 wa 3 5 CA f e -O L A ' Telephone No.: 89L4 33 q Situs Address: A Proposed Use: Res Res' ential Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel i Ot If Septic W/Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 40 Approved ❑ Conditionally Approved - - Site Plan Stamped Approved By . Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) Flood• Flood Zone: • Flood Panel No.: 031 D Index Date: 4 -20—CrV ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. t Page 2 of 5 Zoning Code Streets & Highways Fire Prevention ubdivision Map Front C) Side p (� Side Street Rear ID ?jp Height Waterway N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. t Page 2 of 5 Applicable Development Fees: ' Standard Fees ❑ Fire • '❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other • Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By IS Deeds: Noc Date of Creation: —13 " Legal Access Provided: ❑ No 9 Yes Deed of Reference: l 5'B 9 `j Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: 11 No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] No IN Yes Comments: 1 = �. M Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed'of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions 1. Comply with the following Conditions of Approval: I\T-T A e-- q E; T) ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 1:1 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pla must be prepared by a registered civil engineer or other qualified professional and submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 i• vl Iv ✓ .J G � " Summary of Specific Requirements: - This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryABuilding Permit Site Plan Reviewl.doc Page 5 of 5 • October 23, 2002 Tim O'Shea 4921 Jake Road Chico, CA. 95973 ;OCT 2 4 '2002' ' ,nONh j/'Iff- - o •� L A N D O F N A T U R A L W E A L T H A N D BEAU T Y DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH �18-B County Center Drive Q 411 Main Street 7 County Center Drive Oroville, CA 95965 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) 538-7785 FAX: (530) 895-6512 Re: Septic & Well Permit; Jake Road, AP# 47-100-098 Dear Mr. O'Shea, Three soil profile trenches were looked at on October 21, 2002. The soils appear to be adequate to meet installation standards for a sewage disposal system. A system disposal system permit can be issued after. a Notice of Compliance is recorded. For information on this please contact the Land Development Division in Oroville at 538-7266. Their office is located at 7 County Center Drive. In addition, submit a revised plot map showing the location of the Swale and the 50 -foot leach field setback. Show on the plot map 400 lineal feet of leach trench plus a 100% replacement area. If you have any questions please contact me at the Chico office, weekdays 8:00 to 9:06am. Sincerely, Clifford Bottenfield Jr., R.E.H.S. Division of Environmental Health cc: Land Development Larry Painter, Planning Division CB/kp/septic/4921 j akerd • • BUTTE COUNTY MEMORANDUM OCT 2 4 2002 CHICO ENVIRONMENTAL HEALTH TO: Land Development FROM: Cliff Bottenfield Jr. Environmental Health Division SUBJECT: Notice of Compliance, CCOC 2883-216,11-10-83, Jake Road, AP# 47-100-098 DATE: October 23, 2002 The soils for the above -noted property appear adequate to meet installation standards for a single-family residence. CB/kp/land/jakerd t Feb 01 02 08:13a P-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530y538 -754103,-6171-15L) (Rev. 12/96) APPLICATION AND PERMIT' ✓ 3,- 61 L) • ASSESSORPARCEL NUMBER ZONING BUILDING PERMIT Oy'7- Too. D96 A -)o -- OOWNEA 1� TELEPHONE SO. FT. CCC. BUILDING VALUATION C k6F Ah ml LY DRiSli - 3VS-2-7zz_ _ OWNER'S MAUNG ADDRESS ' /4L 4M,:L-, 4U C cHleol Gia C75"773 - - 'CONTRACTOR'S , NAME TELEPHONE --- -- T / M d Is NSA t39 y -3 3 I'4 CONTRACTOR'S MAIUNG ADDRESS L,� ssf�l ��'y7 9x"97 --- 'CONSTRUCTION LENDER LENDER'S MAILING ADDRESS [Fireplace ARCHITECT OR ENGINEERTotal Valuation $ ucEDSENo. —Filing Fee $ 20_.00 ARCHITECT OR ENGINEER'S MAUNG ADDRESS Permit Fee $ Plan Checkin Fee $ ' BUILDwa ADDRESS, t _ cJ A Energy Plan Checking Fee $ �ND /9 r -L eFr sliie GH/Co — PERMIT FEE $ _LO ;NO. I SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other WILL -- aPECLFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1 -or p,ir vo"t-o ,�nl tJELL " PERM T FEE PAID SRA . SHERIFF OTHER AAI bUW RECEMb *PEAT WAA M 37-5'5-0 y 1" TO " Pir I1111'TO COMM Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.001 Gas pi ing system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W Q20.00 2?j _ PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS OOA OR LESS 23.00 23, Main Service ( 200A TO I000A ) 46.00 .SO OUTLET OR TURES M QCCU MIX w x. . 0500 BAL Ex. Occup. ( OUT�ia�(RE1sio )FR.A 5.00 Temporary Service 23.00 _ Mobile Home Facilities 20.00 Misc. Wiring 23.00 2?j PAA- INS - Z� � PERMIT FEE $ 09. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE I S Mobile Home Installation Fee Is Energy Inspection Fee I $ occ CONST. TYPE TOTAL FEE $ JJISSUF OD CDf PARCEL This permit is hereby issued under the applicable provtsi6oA of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-patd. By Date _ ReceiptNo. 37 f5 ©y PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: / / C l�`F F/di7 ASSESSOR PARCEL NUMBER 0117- lvo- 096 Proposed Building Use: W 0u- Counter Technician: G HII D Date: -3 ./,3 .4)3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3`or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations., ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. O 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Al , _ Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The;permit^will be indexed and returned to the plan review line-up when required items are received. ;it;=; -q Date Received `'`?�f^ `r'By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ O 9. Plot plan and business license approval from the City of Biggs .................................... O 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... O 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) , ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... O 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... O 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). g42. Pre -Inspection for ou e rm L required ................ O 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (O Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... O 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, O Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone ti and hold for pickup. I have bee formed of Applicant: and requirements for obtaining a b illding e/rrmiitt.. Date: 1 v 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, O mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: _ Structural approved by: Yellow: Building Division Date:_ Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be available on the job site. A.P. No. 047-100-098 03-0730 MCKEE FAMILY TRUST,-- Owner RUST,""` Owner _ _ _--JAKE RD, CHICO Contractor Cont: O'SHE_A, TIM - ,--- 1 LOT DEVELOP & WELL Permit No. PERMITTEE MUST CALL FOR INSPECTIONS DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 1 (Rev. 12'/96) -APPLICATION AND PERMIT ���� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ - Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 0UE Main Service A aOOV 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 'n full force and effect. / /� License Class Lic. No. & '1 q �I / OWNER -BUILDER DECLARATION I 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. ❑ 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 tOooA 46.00 NEW CONST. DWEWC. UP. W:G ORA oNsr. ( 3.5Qs0. FT. Mui°rco� No RESID. 97.50 POWER APPARATUS 8 SINGLE. T. CIR. X. CCU OUTLET OR FDCTURES EO 20 @''0° BAL @ .w Ex. Occup. oFIxD REwsS oEk 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I I certify that in the performance of the work for which this permit is issued,.) shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensa ion provisions of section 3700 of the Labor Code, I shall forthwith cQ h those provisions. y X Date ✓ a SigTat of Applicant - ❑ Owner ❑ ContractorjQJ Ag nt An OSHA permit is required for excavations over 5'0' d ep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date pate Receipt No. ��0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD y.....,� vrv"-,.- 7^,.'r.--� ��----,.�;...T,�.,i*'CFrrr"11�t'-.-r..{+'�..iwrT•'-vic +,.?'s.....^�+v.o.fi-"``t-.^r+•-a-'ti....+4az.....,:__.,�..,arrrAn----...�.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ORYIT-�NO;N (Rev.12/96) APPLICATIONAND PERMITV CA ' ASSESSOR PARCEL NUMBER - ZONING. . ; JBUILDINGPERMIT ' OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - Fireplace LENDERS MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER F LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Pian Checking Fee $ PERMIT FEE S LOT NO. SUBDN 10 5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOF•'S_�TRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2a0A 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 'n full force and effect.No. / jj / w q I License Class Lic. 1 li/ 1 q�/ OWNER -BUILDER DECLARATION .l hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I I ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. SO 3.5¢FT: NEW CONST. ANQH CIRCUITS MULTI -OUTLET @7,50 POWER APPARATUS S SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES @' BAL @ .50 Ex. Occup. ount�sRESIOOFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will, maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ] I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensa "on provisions of section 3700 of the Labor Code, I shall forthwith cQ y h those provisions. �WV a �� X Date Sig ature of Applicant - ❑ Owner ❑ Contractor h Agegnt 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 S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under in 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. 37- -/ WHITE-D.D.S.-B.D. -CANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W C .rti—.{�.-, :.,t-ry-.v--�-•"---"•:.1*iLr-....,�.•..i.!. ►: o COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PER IT (Rev. 12/96) APPLICATION AND PERMIZf T( ASSESSOR PARCEL NUMBER _ ZONING BUILDING PERMIT ' OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS ' CONTRACTOR'S NAME TELEPHONE , CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS . Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ � _ • ^� PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 �-. --. USEOFS�TRUCTURE t SF ❑ Duplex ❑ Mobilehome ❑ Other' SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New "❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200ADR. 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 'n full force and effect. //'� /� // License Class r Lic. No. le% '7 `ry � / / OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Will do the work, and the structure is not intended or offered for sale. ❑ 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 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I • have and will, maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To 46.00so CCU000A WEE200A NEW coNsr. DWELLING occuP. OR ADONIS. ( 8 ACC. BLDS. so 3.5¢FT. r",o RESIDT. MULTI -OUTLET 97.50 POWEL APPARATUS 8 SINGLE OUTLET CR. EX. Occup. OUTLET OR FDRUREs @ I'50 BAL O .50 Ex. Occup. .%EDSAa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and *agree that if should become subject to the workers' compensa •on provisions of section 3700 of the Labor Code, I shall forthwith comply wh those provisions. f� Date 3 1� (/ l Signature of Applicant - ❑ Owner ❑ Contractor W1 Ag nt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. i Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dale t� Receipt No. 37! 55O!y WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 047-100-098 ;,3 03-0730 MCKEE FAMILY TRUST, JAKE RD, CHICO Cont: O'SHEA, TIM. . LOT DEVELOP & WELL ' Ci z,n.- �.- � •-. � ...-. f': ; - s�....,�i�-+�:+ !.. . w♦ - ..iy.-,�.`,•�-+f'�,_r,"4�r::w--r'Yr. �. �!y;�i-1 1t .' -..,- �...+w�T..: . - -: h. ; COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT�Ng:� (Rev. 12/96) APPLICATION AND PERMIT te)'3-1, l ASSESSOR PARCEL NUMBER ZONING . BU I LD I NG P ERM IT Y OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS . Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ 1 PERMIT FEE $ LAT NO. sUBOvpoNS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 •��`' �'•�.,, USEOFSTRUCTURE - SF ❑ Duplex.OMobilehome ❑ Other SPECIFYEach Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ - ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is n full force and effect. f / License Class �, Lic. No. t,!! d?! � I / 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' i compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation / of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so' as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensa 'on provisions of section 3700 of the Labor Code, I shall forthwith comply,h those provisions. X�✓O.''V Date/�� U Signature of Applicant - ❑ Owner ❑ Contractor ili�❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. S Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG Occup. OR ADDNS. ( 8 ACC. S. so 3.50FT. NEW Y. gESID MULTH' CIRLETCUITS @7.50 R APPARATUS 8 PSINGOWELE 0 T. CIR. 20 @'.00 Ex. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. oinLEEDTSA RFsID.)OE 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 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 3 Sri O!f WHITE-D.D.S.-B.D.' CA—NARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. /00 7- ZONING OWNER ���c�fi✓! l l f/S"'�— PHONE NO. 0, �Iq D;e/EJSiS/(mac E LOCATION OF BUILDING USE OF BUILDING J S-� SIZE OF STRUCTURE AO 'X � ' = 2 qo O SO. FT. TYPE OF CONSTRUCTION: �/ WOOD FRAME STEEL/� CONCRETE OTHER(Specify) TYPE OF SIDIN �e / ROOF GOV RING FLOOR TYPE ESTIMAJJ=-�� O, T OF CONSTRUCTION $ U AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES MREAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will c W act the Building Division and obtain any necessary permits, inspections, and approvals tocomply wit the req eme n effect at that time and before occupancy/1-7/&Z-- Date P91 1 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt frqm_'R'building permit Receipt No. Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date !.-+•�.... R..�:..R.,,,F"+�.�--.� :.,....r�.-.,. .. r^a-.+�...."�.h',,.v>r-.P„�ysH.,a'Yf�Frk��.r''"y()"'.^+�hr�'+..ti^r�1.�Yf....%ti..ti+,..6'G-i-.'C\�i1,.��..- ,-:Rrr.l�L-.rv�7'1:.��.-„�.�' •” „ .-- -, � �- BUILDING DIVISION COUNTY OF BUTTE—,* D EPARTM ENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P5 T - AJ 0 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 0 �/% _ �00 CS lI FLOOD ZONING P.D! OWNER ,,,JG�� j „ G PHONE NO. �j q�' 2� C� a!° J °�'�=rADihiiz,4 W I I LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE 7 b X �0 p SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING / ROOF COVErR /FLOOR TYPE ESTIMAT-DCO�T OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: i - , � 0 ' Ay'y'r r FRONT., -S ,�+�""'� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. `• AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome; and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation ' USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will c0act the Building Division and 7130 obtain any necessary permits, inspections, and approvals to comply with the req ri' e e n effect at that time and before occupancy. Date Signature of Owner f r" Permit Fee - $60.00 Receipt No. -3,6g0 3S The above described AG Building'is exempt fro_nTl bL ildinq permit - Manager Building Division . By Date White — DPW, Yellow — Assessor, Pink — B. I., Golderrod — Applicant ISSUE r� FLOOD PARCEL P.D! ROOF�N I I - Manager Building Division . By Date White — DPW, Yellow — Assessor, Pink — B. I., Golderrod — Applicant ISSUE r� K .�� h t•� BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE,;CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PRM Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING OWNER WC 1 / �v� PHONE NO.c /J O J T%AD%riESS 7114 ku A -L/ LOCATION OF BUILDING ' -�--r` 1 6 _ USE OF BUILDING • iii L-�O y "7'7 ,/ SIZE OF STRUCTURE /� 2�© `/ y X —62-0, SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL ^ CONCRETE OTHER (Specify) TYPE OF SIDIN4,0e j ROOF COVERING/FLOOR TYPE / ESTIMAJED COST OF COI N'STRUCTION $----!#, 000 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: - FRONT - �� "` SIDES ''"'�'"� REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a . mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will.confact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the req irements In effect at that time and before occupancy. Date / ,F Signature of Owner r r Permit Fee - $60.00 The above described AG Building is exempt from`a b •wilding Permit Receipt No. �qa 35' Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ISSUE FLOOD PARCEL P.D¢ ROO Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ISSUE BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO M-7 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. r9 L.17_ 149 ( �1 PARCEL ZONING ROOFING' OWNER+' / / PHONE NO. O . NE 'S ADDRESS LOCATION OF BUILDING ---^""&) � t // •� USE OF BUILDING SIZE OF STRUCTURE q0 rr�l " X LGA _%urr"% SO. FT. M TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDINV.,-e f ROOF COVF-•RING/ FLOOR TYPE — f q Y� ESTIMATED COST OF CONSTRUCTION $ , AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: e . FRONT''''"" SIDES REAR 4 ^z AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee - $60.00 Receipt No. Signature of Owner The above described AG Buildina is exemDt fromjA*buildina permit_ -•- F7 FLOOD PARCEL {P'DDy I K ROOFING' ISSUE Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant `� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION 7 County Center Drive Oroville, CA 95965-3397 RETURN SERVICE REQUESTED 1VMCKEE FAMILY TRUST 3537 ANZA WAY CHICO, CA 95926 6-D Cry ' s s 1 •' l C W" r Name h� CKE E FAIL I LY T R U S T % / DsOsmt #1047-100-098-000 Fee #1047-100-098-000 Status ACTIVE Status Dake Addr1 IMCKEE LEONARD C TRUSTEE Gl�r�v K 95-9 9ax 000 INORMAL OWNERSHIP TRA 002-024 Addr2 3537 ANZA WAY Situs Addr3 I CH I CO CA 95920 Base D t Addr4 Comments 14710009800 CONVERTED 09/00100 Creaking D oc#1 1972R 1741147 D ate Current D ac# 19928 01627 Dake [T/1 5/1992 Killing Doc# D ate F— Asmt D esc PT N SEC 13 T 23N .j SuplCnk Zoning JA10 D well F Acres/S q Ft 10 J N /C 047 Timber Preserve AgPres r7o Etal N okes B onds multi Situs Flag1 Flagg 910 MH Asmt PP Pen Tax PP Pen Appeal Pending Split Pending Land S kruckure Fixtures G rowing Total L&I Fix. R F MH PP 37,574 0 0 0 37,574 0 0 0 E xemptl 0 Net I - 37,574 R/C# T/R Dt R/C Stat PHY I OWN I EXP TAS H H N AT T SIT APF PCL Find 0 0 Dep rtment of Pub is Works o C o u n t y o f b u t t e O J. Michael Crump, Director LAND DEVELOPMENT DIVISION 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 A�CI`yN0 �5 (FA) 538-7261 October 29, 2002 McKee Family Trust A McKee Family Trust B Leonard C. McKee; Trustee 3537 Anza Way Chico, CA 95926 Re: Notice of Compliance AP 047-100-098 Dear Mr. McKee: In order for this office to issue and record your Notice of Compliance, we need a check in the amount of $10.00 made out to the Butte County Recorder. This notice will clear the Conditional Certificate of Compliance that was recorded on November 10, 1983, under Serial Number 83-36945, in Book 2883 at page 216. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, �-7 Z' r Stuart Edell Manager, Land Development Division SE/kp cc: . Tim O'Shea, 4921 Jake Road, Chico, CA 95973 /211 3/D 2 RETURN TO. Public Works LardDevelopment Section 5 T E 0 BY Pry? _JpualC - I Nov 10 Z 0 CERTIFICATE OF COMPLIANCE. ELEANOR M. BECKER[1�03;.�- .. CLERK - RECORI Issued to: Margo McKee FEE P. 0. Box 80 Durham, CA 95938 This Certificate of Compliante is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with'the applicable provisions of the Subdivision Map Act and of Chapter 20 of. the Butte County Code. 1. Property location: approx. 2200 west of Meridian Rd..' from a point approx. 500 ft, south of Munjar Road. Meridian Munjar area. 2. Assessor's Parcel Number: 47-10-98 Description:- All that certain property located in the County of Butte, State of California, more particularly described as follows: The South 1/2 of the following described property: The Northwest 1/4 of the Northwest 1/4 of the Northeast 1/4..of.section 13, T23N., R1W, M.D.B. & M. Together with rights-of-way'of record. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20'1.67 and Government Code, Section 66499.35 (b),,to protect the public health and public safety: 1. Provide satisfactory evidence that a suitable site for the installation and replacement for a sewage disposal system for a single family residence exists on each parcel. 2. 'Verify legal access. 3. Verify traversable access from the property to a county maintained road- or state highway. County of Butte Subdivision Violation Committee 'If . CD Q0 Co rn rn LQ 1400 EINI D OF D 0 C Ull, t::1 j-0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Poen AttecMd Floor Plan Artqo Sent to S.D. 71/-� / le,,&e- * %� 7—/00 — p,F? Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for-dwe9Wg. Other 3,d�lr•� ���rre � sIze4 w/ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 0 C T 0 4 2002 Chico, CA U 4 q' U 4 r r 5. \V r 1 ; IY -''ntai Heam, 0 C T 0 4 2002 Chico, CA FZ ca J J U V W W Q Q � c¢n vii ca J J U V W W Q Q 000� qo N v 0 Nu` o ENVIRONMENTAL WEALTH OCT 2 4 2002 CHIdo, CALIFORNIA . • + k Y� rr.� , is Is•`�a � . ii 0 - po. 0 .Uv � r _ ENVIRONMENTAL HEALTH OCT 2 12602 CHIC9, CALIFORNIA . � .. _ , 4 � t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA 95965 534-4266 November 21, 1983 Margo McKee Re: AP 47-10-98" P. 0. Box 80 Application for Determination Durham,.CA 95938 Dear Ms. McKee: Enclosed please find a.copy of the Certificate of Compliance issued by the Butte County Dept. of Public Works , which was recorded on Nov. 10, 19d3 ,.in Book 2883 , Page 21 , in the Office of.the Butte County Recorder. Should.,you have any questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works Jin Mendonsa Assistant Director JIJ /n s _....... Enc. o� Department of Public Works o C o u n t y o f B u t t e O J. Michael Crump, Director LAND DEVELOPMENT DIVISION 0 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 (530) 538-7266 �ClC W0� (FAX) 538-7171 April 10; 2003 McKee Family Trust A McKee Family Trust B Leonard C. McKee,.Trustee 3031 Alamo Avenue Chico, CA 95973-8643 Re: Notice of Compliance AP 047-100-098 Dear Mr. McKee: Enclosed please find the Notice of Compliance that was issued by the Butte County Development Review Committee and recorded on March 13, 2003, under Serial Number 2003-0015899, in the office of.the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land 'SE/kp Enclosure Development Division cc: Anvironmental Health Department uilding Department Planning Division, AiTN: Larry Tim O'Shea, 355 E: Lassen Avenue #47, Chico, CA 95973 f7 Z ACV --Z ZT 03-0734 Fi-4a ed f, AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION. 7 County Center Drive Oroville, CA 95965 NOTICE OF COMPLIANCE Assessor's Parcel Number: 047-100-098 20103-010 1 5899 Recorded I REC FEE 10.00 Official Records I County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Myles 11:24AM 13 -Mar -2003 I Page i of 2 This Notice of Compliance is hereby issued by the County of Butte to certify that the conditions (� imposed on the Certificate of Compliance recorded on November 10, 1983, under Butte County Serial Number 83-36945, Book 2883 at page 216, have been fulfilled to the satisfaction of the Development Review Committee on property identified as: Issued to: McKEE FAMILY TRUST A and McKEE FAMILY TRUST B Leonard C. McKee, Trustee, 3537 Anza Way, Chico, CA 95926 Property Location: 1 parcel located on the South side of Jake Road approximately 2000 feet west from its intersection with Meridian Road. Meridian-Munjar area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance.of this Notice of Compliance is pursuant to.the Butte County Code Chapter 20-167. State of California, County of Butte, on March 10, 2003 , before me, Thomas L. Blixt, Notary Public, personally appeared, Stuart Edell, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. THOMAS L. BLIXT, NOTARY PUBLIC THOMAS L BL6X1 T Commisalon S 1371740 Notary Public - California Butte County W Cpm E ;i no Aug 25.2006 County of Butte Development Review Committee eQ7 CHAIRMAN r,4 THOPdAS L MJKT Commission S 1371740 Z Notary Public- California f liff Butte County idly Comm• EVM Aug 25, 2006 NOTICE OF COMPLIANCE - Page 2 McKEE FAMILY TRUST A and McKEE FAMILY TRUST B AP 047-100-098 "EXHIBIT "A" All that certain property situate in the County of Butte, State of California, described as follows: The South 1/z of the following described property; The Northwest 1/4 of the Northwest l/4 of the Northeast 1/4 of Section 13, T23N, R1W, M.D.B. & M. TOGETHER WITH rights-of-way recorded in the office of the Butte County Recorder in Book 1741 at page 147. END OF DOCUMENT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 Phone: (530) 538-7541 McKee Family Trust 3537 Ahza Way, Chico CA 95926 With reference to the above subject: Attached is: Application for permit Building Plans Enigineered Calculations Owner -Builder Verification Form Date: 12/16/02 RE: Ap, ExP t Permit_ APN# 047-100-098 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, % sets, signed by preparer of plans. Complete plans and calcs, % sets, signed by preparer of plans. Engineered plans and calcs, % sets, with wet signature on plans. Hazardous Material Form Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. FEMA National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Contractor's license information (No. Name Style,Class) or exemption statement. Owner -Builder Verification Form Recorded copy of Agricultural Acknowledgment Statement Letter of signature authorisation Copy of recorded deed of parcel creation and 60' right of way to a public road Letter of intent on building use. Mobilehome utility clearance N Documentation of legal access. Documentation of 50% subdivision developed of a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements Existing violations/expired permits resolved. Plan check list data and revisions f sets of plans in accordance with changes marked in red Copy of recorded 60" right of way to a public road Other: see attached Should you have any questions concerning the above, l�z 1. A recorded Notice of Compliance is required prior to issuance of any permits on your parcel. This has not been completed. Contact Butte County Land Development at 538-7266. 2. Please provide a detailed description of the intended use for your proposed agricultural building. C CWNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION ' 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 AEP. # V �. — too - os 0 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 1,2 l vZ Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement'of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 601 right of way to a public road Other: Should you have any questions concerning the above, please contact of this office. 4Man very t�l C. Vieira, C.B.O.MCV:ahb ( 2 (C�Gr, uilding Inspection F' PRE -INSPECTION REPORT OWNER: Mc ker r,407icY V_aosr DATE: LOCATION: J.9kE Ro ClvlGo A.P. CONTRACTOR: 0 ' S He,�i ZONING: ! - Lo PRE-LNSPETION FOR lNELL •9 tj o L o tr DATE TO INSPECTOR PSRAffr HWrORY:( ) NONE (.4AS fouoWS: PER�nir s9ooliEo 11 vz Jnr �i,,oEx�,d� SUELDING INSPECTOR'S RSPODtr Building Daertp = ' Camnxroidli sop; . Residenti+iUil! o[Uaitjc cmrcntlY Oa�pied Abd/Vacant Electric: Y No Electric c:arently On Off Condition of Electric Gas: Na PropaneNone _Gntjpg Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious Sewapkvblems Comments: ACTION RECOMMENDED: ISSUE: VHOLD FOR Inspector: Date 3—/3-03 Sketch buildings on reverse and indicate location on property. Feb '01 02 08:13a P. 1•. Y Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MI NO j'f° a�� (Rev. 12/96) APPLICATION AND PERMIT • ASSESSOR PARCEL NUMBER ZON140BUILDING PERMIT 017- too_ 09S A�►b OWNER TELEPHONE -'-"'- SQ OCC. BUILDING VALUATION _ -w i - y 7R,, sr - 3 L/5- 2-7 2-L OWNERS MAKING ADDRESS 3-31 IQL 4m o 4✓f CH1140 C/A 95-973 — CONTRACTOR'S NAME TELEPHONE - --_ -•—_ T/M d 6 HEA e9Y-33�y _ CONTRACTORS MAILING ADDRESS 95-9? S --- CONSTRUCTION LENDER 'LENDER'S MAKING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BVO.DWG ADDRESS � 560 y921 �e .� JA K! RIO r,nJD Ig r .L F>rr for NO. sUWIVISIONSNAME CH/Co PARCEL MAP Tota) Valuation is Fling Fee $ 20.0E Permit Fee $ Plan Checkina Fee $ Energy Plan Checking Fee ' $ "PBtAIT FEE PA2b SRA SHEMFF OTHER AJYlWNT RECEMb __ `aq- *RECEIPT NVAAm . 3 75 5 y " TO to !VT MrO COMM ReceiptNo. 3.7 55 0 `/ WHITE-D.D.S.-t3.0. CANARY -ASSESSOR . PINK -INSPECTOR GOLDENROD -APPLICANT USEOFSTRUCTURE SF 13 Duplex ❑ Mobilehome ❑ Other WELL sxsI� Each Trap Solar or heat pu e Water 1 ing _ TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: L O r- LOISVELD pm4,L, rj WELL Each as water r Gas piping ser yste Building sewer Mobile Home 20.00 15.00 &ter or vent. ELECTRICAL P 1 - 5 outlets 15.00 Main Service 1 5.00 Main Service NEW CONOT. OR ADONS. "PBtAIT FEE PA2b SRA SHEMFF OTHER AJYlWNT RECEMb __ `aq- *RECEIPT NVAAm . 3 75 5 y " TO to !VT MrO COMM ReceiptNo. 3.7 55 0 `/ WHITE-D.D.S.-t3.0. CANARY -ASSESSOR . PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT FEE $ AIT I Fling Feel 20.00 Dv OR LESS DA OR LESS 23.001Z 3 , 200A TO LOOOA 13 Ex, Occup. $ PERMIT FEE S PERMIT Fling Fee 1 20.00 Temporary x.00 I water heater — 1 23.00 20.00 15.00 &ter or vent. 15.001 1 - 5 outlets 15.00 1 5.00 G W (920.001 PERMIT FEE $ AIT I Fling Feel 20.00 Dv OR LESS DA OR LESS 23.001Z 3 , 200A TO LOOOA 13 Ex, Occup. OUTLET OR mTuAEs z0 p I.00 BAL .SO EX. OCCU FILED APPLNS. OR oUrLEM ESID.) EA 5.00 Temporary Service _ 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 23 PAF_ i,., s . I IZ3 _ PERMIT FEE S G9. MECHANICAL PERMIT Filing Fee 1 20.00 6.50 PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee S occ CONST. TTPE TOTAL FEE $ � 9- HAZ• D. FEES IMP I FLOOD I CDF.---•"�' PARCEL I Po I MD I 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 ere --•' 34 *730 FtCE Copy IJAddress 7 GAS Meter By ELECTRIC, By U6 Date icer ssor's Parcel Number. D gv T tF Name -� i vv� c e {�c� C��S c� 0 0 Address / Phone No. Site- Location' i Contact: Name $I lM Phone 9-35( October 23, 2= FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC):. General Plan Desig: ZONING: Size, Acres GEN PLAN: a.00r - - USES: CJ i Z R' z z iv G) Ul C W CA � r CL 0) 8 v a a !11 n " ro wz � a W_ M J2 s 0 8 St 0) . N. 1� V 31n3D W A rFL C3 ii c%l "S3'ni UI _'__4P 3A*S� !t% ryp10 t v L o x„ 3" n m �+4 n 'F. 9' OQ3ON � 00 to W m .< sp C cn O Q Ri M �1<`v > r WLnS H.� m �. S3.s3 .0 ® _& 9 n (p O PA in 4/ to D p L N O 3 hP ❑(OP 3 L _ r) ro P (D ShO�O 3 1' C _ 3PMn �. 7 0-0(0 P Q'+ 1/ U13.fi in s/ O UI . 3 single family residence Address: ___-______--- AP# Permit # City: ___-___State:_cA I urat -unqb Mueller's Christ'm6.s For `M Plons Dept. 11452 Nelson. Bar Rood Yankee Hill, CA 95965 (530) 533-4593 Z R' z z co G) Ul C W CA � r CL 0) 8 C v G0] n " ro wz 0 M J2 s 0 n,PP ro _ P n o r 31n3D W A rFL C3 ii c%l "S3'ni UI _'__4P 3A*S� !t% ryp10 t v L o x„ 3" n m �+4 n 'F. 9' OQ3ON � 00 to W m .< sp C cn O Q Ri M �1<`v > r WLnS H.� m �. S3.s3 .0 ® _& 9 n (p O PA in 4/ to D p L N O 3 hP ❑(OP 3 L _ r) ro P (D ShO�O 3 1' C _ 3PMn �. 7 0-0(0 P Q'+ 1/ U13.fi in s/ O UI . 3 single family residence Address: ___-______--- AP# Permit # City: ___-___State:_cA I urat -unqb Mueller's Christ'm6.s For `M Plons Dept. 11452 Nelson. Bar Rood Yankee Hill, CA 95965 (530) 533-4593 co WAFI Ul a• CL W �� p •J. 0) 8 CD n " -4 0 M J2 s n P Q. n n,PP ro _ P n o o hzo o tn� _ocI (n A3 3 n ^Q 00X_ ro Qfo 5 z ouLi n�� A P Msz 0 o c3 P s N S N h n '+ h 5 M 3 3 N .<< 3 0 0 0 Q- S 3 Qn N 3- Q M Z N L U1 O 3 ro `+ w S E P .S 3° 3 � SZ. fl Z `h 3 VI O P f, h p 3 O S O N Z:3'+ -S P n. ` Q '+ 3 5 (O N Q 3 W '� Y• �N 3 3 C) /� Q`+t N Z Q to PNA (Y A S O (0 *� `< n 3 (n /��1� 3 Q 'a N Ln 9-7 . \V O P 3 3 3 3 + h in (n m0 3 (0,< n 6*3 O S S i \O 3 Cro n Q'+ 3 (o `< s �} -t) `+ L S O O ?7(0 n tn n `� Z 3 !'1' 0 C 3 �o . m -S P e+ Qn 3 v o N0 . *a.. Co < °L nZ o' 3 3 ns L < PVA N `_° m 3 nms h i P ° 3 P P N o„ 2 N tn Q + S 3� 0'0 W. rF hC Z .3 L 't d A L 3 T Q 3 4 , C c N n fF tA (0 `+ 3 + < ° s A (0 P SZ IIO 3.� 3 0 3 S 3 Q p ro i 0O 3 p (n O � Z Vn 3 Re N 31n3D W A rFL C3 ii c%l "S3'ni UI _'__4P 3A*S� !t% ryp10 t v L o x„ 3" n m �+4 n 'F. 9' OQ3ON � 00 to W m .< sp C cn O Q Ri M �1<`v > r WLnS H.� m �. S3.s3 .0 ® _& 9 n (p O PA in 4/ to D p L N O 3 hP ❑(OP 3 L _ r) ro P (D ShO�O 3 1' C _ 3PMn �. 7 0-0(0 P Q'+ 1/ U13.fi in s/ O UI . 3 single family residence Address: ___-______--- AP# Permit # City: ___-___State:_cA I urat -unqb Mueller's Christ'm6.s For `M Plons Dept. 11452 Nelson. Bar Rood Yankee Hill, CA 95965 (530) 533-4593 co WAFI 0 a• CL i 0am � � 0 CD 0) 8 CD -4 0 M J2 co N 31n3D W A rFL C3 ii c%l "S3'ni UI _'__4P 3A*S� !t% ryp10 t v L o x„ 3" n m �+4 n 'F. 9' OQ3ON � 00 to W m .< sp C cn O Q Ri M �1<`v > r WLnS H.� m �. S3.s3 .0 ® _& 9 n (p O PA in 4/ to D p L N O 3 hP ❑(OP 3 L _ r) ro P (D ShO�O 3 1' C _ 3PMn �. 7 0-0(0 P Q'+ 1/ U13.fi in s/ O UI . 3 single family residence Address: ___-______--- AP# Permit # City: ___-___State:_cA I urat -unqb Mueller's Christ'm6.s For `M Plons Dept. 11452 Nelson. Bar Rood Yankee Hill, CA 95965 (530) 533-4593 I- 4 T., UT O� oa 0 =. (/� n f11 CL a° Q°asc 3 3' O la N 3 3 o' o a -s 1 as 3 3 2 O C g� 0 3 L > 0 A M 0 Z c -n Q n w Ln ry n o - Q O D Q --1 S ID D .+ D S rD ro n S Q c -F fl O . ro S Q ' `+ n p `< ro ro C O Ln ro 4- s� .+ -s C7 X- -3 Q U Q Z37 '0 f �Q * ro :c: s (C)'o s 3 O a-+ 0 S S S ro < I C ::5 rD rD f'"'I Ln O -0 In Ln 0-3ro roLn ` - n C'") O < rD Lnro :5 rD S Q S ro ro Q Q S +7 S In_ ro :3• ro io s 3 In In o :5 P ro :5- ro n r+ Q ro S o S S ro. -„ O U, n 3 Q -+ o O :3ro p -,- z o Q -0 o 4 h <' <+ < r' ro r-) S Ln S ro ro Ln Q –5 Q C= : Q Q � <+ n o In :3 Q S O h n ro h rD + Q U')S i ro O U1 ro :5 �+ Q O S ro Q Q Q ro 52- 0 c O ro 3 O U) Mueller's 3 ' 0 r+� Q m°° :r 9.0 `a 2N � 03 (n r 0 Nelson Bur Road g. z -1-C S Z N O , /ice D-icp n a c Cr � (530) 533-4593 O N<un U1 aQ�(0 y. N,�vlz Q Q�� O• m n � O 3 m �o a < s a �C - ' n p a 9 a s 3 ci � � • a� =r o �, Q< Cgr v. 4+3 S z m 3 O �3 O� oa 0 =. (/� n f11 CL a° Q°asc 3 3' O la N 3 3 o' o a -s 1 as 3 3 2 O C g� 0 3 L > 0 A M 0 Z c -n Q n w Ln ry n o - Q O D Q --1 S ID D .+ D S rD ro n S Q c -F fl O . ro S Q ' `+ n p `< ro ro C O Ln ro 4- s� .+ -s C7 X- -3 Q U Q Z37 '0 f �Q * ro :c: s (C)'o s 3 O a-+ 0 S S S ro < I C ::5 rD rD f'"'I Ln O -0 In Ln 0-3ro roLn ` - n C'") O < rD Lnro :5 rD S Q S ro ro Q Q S +7 S In_ ro :3• ro io s 3 In In o :5 P ro :5- ro n r+ Q ro S o S S ro. -„ O U, n 3 Q -+ o O :3ro p -,- z o Q -0 o 4 h <' <+ < r' ro r-) S Ln S ro ro Ln Q –5 Q C= : Q Q � <+ n o In :3 Q S O h n ro h rD + Q U')S i ro O U1 ro :5 �+ Q O S ro Q Q Q ro 52- 0 c O ro N 3 O U) Mueller's 3 ' 0 \ 5 • o `a 2N � (ft 79 N • 11452 0 Nelson Bur Road g. cid A Yankee Hill, CA , /ice 95965 (530) 533-4593 O N -Fting U) Mueller's � L Chris-L-ri.as Farr o Plans Oep.t. . O N Single Family ResidenceAddress:------------ o AP#__-- Perriit #----Cit Y'------------State'__CA I S. -O C Droa -Fting by Mueller's Chris-L-ri.as Farr Plans Oep.t. . • 11452 Nelson Bur Road Yankee Hill, CA , 95965 (530) 533-4593 v. 4+3 -r •o �< 42 —06 -gym a ism ° a ' N C ? a O N Single Family ResidenceAddress:------------ o AP#__-- Perriit #----Cit Y'------------State'__CA I S. -O C Droa -Fting by Mueller's Chris-L-ri.as Farr Plans Oep.t. . • 11452 Nelson Bur Road Yankee Hill, CA , 95965 (530) 533-4593 £6S/• -CCG (0£S) . 59656 VJ '111H as)iuok pooa jog uoslan 2S411 •a.dap suo1d w,A-0 snwa.si-4Li3 s, AaanW A C�ui1) -�'0JCT, . LA ---- V3-:aI-n:.S----------,A4-13# ldw,Aad------#dd ---------- - --ssa ppda:)ua•pisad /\Iiwnd all5uiS I] CD Sat R� > � 0 C ,� ate`. o �•� �� S N N m � .m s 10 m N M � W O C •(1Y - !� db V- .. Vw - a o I] f. CD Sat R� > � 0 C ,� ate`. o �•� �� S N N m .m s d > m O3 E db V- .. Vw - a o �E om �t W C �> C IL f. Sat R� > � 0 C ,� ate`. o �•� �� S N N N p 'vi d > ate.°m ID N N V) n Q r0 II O a. l t` co: �. N Z3ats' W Z � �Fit / O) � tih % Q ;: � �cD , T C) � O V) n Q r0 II O a. l t` co: �. N Z3ats' W Q �Fit / CD 3 y y n [Edo N �'. O .a p . Q O N; �.- I o -- ---- ---- ----- t,-= -_ ------ ---� 0) � y N O I fA I CL go I ti I I I �• � I JI ------------------- i - ------ L_J I ---------- --- --------------------I a.. o 0 CD z o � rA• 3 CL Z'3 m06a ax rn 0A :2o E CA N 3 f/1 S cc Q. 40 Single Family ResidenceAddress:---___ AP# - - - - -_ Permit ___--- -_- City: --_---_State:_C.A T-) ijr-ur �,iriJ .may. Mueller's Christmas. Farm Plans Dept. 11452 Nelson Bar Ro.ocl Yankee Hill, CA 95965 (530) 533-4593 t` co: �. N Z3ats' Q o�a�-cam oon(D.: �o CD 3 y y �Z3 0. moo, :3 ;p Single Family ResidenceAddress:---___ AP# - - - - -_ Permit ___--- -_- City: --_---_State:_C.A T-) ijr-ur �,iriJ .may. Mueller's Christmas. Farm Plans Dept. 11452 Nelson Bar Ro.ocl Yankee Hill, CA 95965 (530) 533-4593 let. Lb This plan is designed and created by the owner and is for references to building style and locations only. Builder to provide construction techniques that comply with local codes and ordinances. Karen Mueller's Christmas Farm is. only providing house plan dramng:and liability is therefore limited to the drafting of said plan; Provide one bedroom window, per bedroom per bedroom with minimum open dimensions at 24" high, 20" wide, 6.7 square ft. area and a maximum 44" sill height. 10n STEPS 9" min. run 8" max. rise -� Run measured toe to toe. I/8" max. tolerance between largest & smallest >^iselrun. 12' maintain 3" clearance for post base from edge of porch slab typ. I Porciiheader to be 4" X '-,D.F.- -,D.F # .2or btr-. u Porch Posts to be 4 )((c; 40 DF #2 or better Use Simpson PC 44 post caps Use Simpson PBS44A for post anchors 9 e I door and window headers tobe4"X12" D.F. # 2 or btr Patio �; Slab i. �i maintain min. stair width of 3' I-0-3' min. width WLArI�• closet I �! Tgus Tolsr LVL 2x6 stud wall j - - - - - - - - - - - - - 26 stud•` wall 50 Gal water heater, gas, min 18" above floor, provide earth quake 0 Section straps, P1T valve discharge, vent; _see page 6 _ _ to outside 4".OM" CONCRETE (SEE DETAILS) 2X6 M s= turfs-M—ft G" OC . .for all exterior walls-.� �, garages! �' riPE aC slab floor 6YP �3oi412n ,4 u. i1.14c s cEles GO G-Braced-Walf Panels �alsosee_note page 11 NOTE: 1/2" drywall.bmce panels must be nailed at 4" O.C. or nail all edges to framing @ T inches O.C. All edges must be attached to framing. Braced wall panels must be at least 48" wide, except that gypsumwallboard panels must be 96" wide if.applied to one side. They may be 48" wide if applied to both sides. They must extend from the floor to the ceiling, or if there is no ceiling to the roof. All vertical joints are to be on studs and all horizontal joints must be blocked. The bottoms of panels must be attached in the following manner. Stem Wall: Bottom plates of panels in exterior walls must be attached with anchor bolts at standard spacing. Interior panels may be attached with 518" anchor bolts Note: footing is provided under all stem walls Use . l /z " . o >; 518 X 10" anchor bolts and footings at interior wall (no shot) Use 4 studs to,support,M r at each end. Section A ! see page 6 The tops of braced wall panel must be attached to the ceiling. Each braced wall panel must be shown on the plans. see brace wall panel note on page 11. NOTE: use minimum of 2 each 112 "og 6/8 X10" anchor bolts on interior brace panels Guard rails requireverticals spaced to prevent passage of a 4" sphere, or a 6" sphere at the riseritread/rail'bangle'. se0a� �� UBC 1006.10 FAILS 9 , , BUTTE COUNTY Top rail to be no more than .7i O �" - 7- 0 38" and no less than 34" BUILDING D IVI S I O iV Openings In rails not to exceed 4" (see rail note APPROVED this page. �/� 308 ON T D Unheated Garage 1/ e S Z n. t 1 Z 7n �G 1J e l h 0 r h e a �.. Floor area: 950 sq ft 2� _ Living area: sq ft 1st Floor Plan s ca t e Patio area: 72 sq ft 2.2 use printed dirhensions when .given U 'I I QJ I a I +, I 0 I I I I I I I I I I 1 I ,n I L n, 4, U .� I ¢ I 0J I U C W +, -a - Ln >_ Q, QJQJ � I d I � I QJ I N Sheet No. S of: 14 d In a O 0 T (1 -> Ul ym'-Ln'� i C _ .D 1'f _L, S N G c�mo. O y X T U y 2 C o o to � L r a, U 'I I QJ I a I +, I 0 I I I I I I I I I I 1 I ,n I L n, 4, U .� I ¢ I 0J I U C W +, -a - Ln >_ Q, QJQJ � I d I � I QJ I N Sheet No. S of: 14 i w. i T � tl w. i T � Energy Notes 1. All windows to conform with Califonia codes and energy efficiency. All county cis and ratings to apply. Z Wags to have R 19 insidlatim, R 38 in c e"s, and floors R 1t 3. Caulk all exterior joints and penettatiats. Use mastic under sills. 4. Attic ventilation to be provided at a rate of 11300 for the ventilated area The Ideas, Drawings,ancl Dgsign �e�icteMd herein are the exclusive proper y o ler's Christmas Farm and shall not be copied or r produvcl witho t prior written ermlsision of Dareneller's �hristm s Farm. opyrlght by ren Mueller's Christmas arch. braced wall panel 1122'gypsum_drywall see_nailing notes page 1, 66 Top rail to be 36" high with interinediate rails spaced to not allow passage of a 4" sphere, or 6" sphere at the riseditwdlrail triangle UBC 1006.10 NOTE: All materials & workmanship shall be In accordance with recognized good practices and of a quality prescribed for the specified use in the Uniform Building, Plumbing, & Mechanical codes and the National Electrici code. STEPS 9" min. run 8" max. rise Run measured toe to toe. 118" max. tolerance between largest & smallest rise/run. Provide 518" type -x gypsum wallboard in useable spaces under stairs (UBC 1006 12) HVAC UNIT see elect. notes page 14 � HVAC chase IVY, . hO, t�IN Provide smoke detector) locate and type per code, v hardwired per UBC 310.9 with battery backup at high d� bathroom point at ceiling. Q bedroom Qn 7 `�- - • - - - - - - attic access shall be- minimum 2240" Wood Stove attic not to be used Factory built fireplaces must for storage be permanently labeled showing I ''N they meet EPA emissions. i «i" 9 fa" -) Provide smoke dot or locate and type per code, hardwired per UBC 310.9 teat room with battery backup at high g point at ceiling_ _ _cathedral ceiling Linen \ / /l. \ Pro / e smoke detector locate and type per code, Kitchen ceiling hardwired per UBC 310.9 8' with battery backup at high point at ceiling. bedroom 9 Gas Forced Air Furnace: Install per mfg specs & sqr ft energy calics specs provided with plan. Fixtures and cabinets to be supplied by owner. An approved set of plans and specifications MUST kept Qn the ob at all time and it is unlawful to [NaKe any % changes or alterations on the approved plans without written permission from the county office of Public Works. Provide one bedroom window per bedroom per bedroom with minimum open dimensions at 24" high, 20" wide, 6.7 square ft. area and a maximum 44" sill height. l Also note, all windows shall have a minimum 18" from the floor to bottom window sill unless marked as see section safety glass. All windows greater than 9 square feet emust have safety glazing and be marked. page 13 braced wall panel Iii 2"gypsum drywall see nailing notes page 11-- . �,NaQ RAILS Top rail to be no more than 38" and no less than 34" Openings in rails not to exceed 4" (see rail note this page. t~a�� Bails 2XG MF studs at 16' • oc Guard rails requirever6cals spaced to prevent passage for a1 t externor wa is of a 4" sphere, or a 6" sphere at the riserRreaoftil Wangle 14" Tit Pro 250 UBC 1006.10 zz Second Floor Plan Manufactured by MacMillan Typ. APA performance rated 1 8 „ = 1 ' - 1 joist floor framing oe equivalent Follow installation specs provided BUIL scale: by manufacturer. Have copy of specs available for inspections. always- use printed dimensions when given c to a a v „ _ L C 0, Sc O d,L, m d m U o Zs CL z o 4— ti V) �.� r C �. ur1 • 4 t-,41 N 0 �T 6 �,NaQ RAILS Top rail to be no more than 38" and no less than 34" Openings in rails not to exceed 4" (see rail note this page. t~a�� Bails 2XG MF studs at 16' • oc Guard rails requirever6cals spaced to prevent passage for a1 t externor wa is of a 4" sphere, or a 6" sphere at the riserRreaoftil Wangle 14" Tit Pro 250 UBC 1006.10 zz Second Floor Plan Manufactured by MacMillan Typ. APA performance rated 1 8 „ = 1 ' - 1 joist floor framing oe equivalent Follow installation specs provided BUIL scale: by manufacturer. Have copy of specs available for inspections. always- use printed dimensions when given Sheet No. .N4a4 G IVISION ED to a a v „ _ L C 0, Sc O d,L, m d m U o Zs CL z o 4— ti V) `L r Sheet No. .N4a4 G IVISION ED 314". sturdi floor glue and screw with 21/2" screws 6" CC on edge 8: CC field W JI Pro 250ace nail ate at bearing 1 2X doubt top ply 2X framing .16" CC ' j detail 1 b no scale scale:.1/8" always :use 'pr.in.t'ed :dimensions when given 2nd Floor' Frami na Plan Provide 14" TJI Pro 250 DF floor joists at 16" OC FloorSheathing: Provide 3/4" T&G Sturdi Board glued and screwed with- 3" yellow zinc coated screws @ 6 per edges and 10" per field Use 11141, X 14 "APA Rimboard or dimensioned lumber rim joist and 14" PJ Backing Panels and block Use maufacturees installation process and provide manufacturer's spec sheet at inspections . owner/ bui'Ider to provide Til engineering spec sheet to' plan check and make avaolable for all inspections LVL 7X14 LVL fop t(5be leve! Wth 1st floor top plate �— top of wall below top of wall below I see detail 1b F' this page I II 18, ON I r4" TJI-Prb 260 I I X16" oc.,__I I II I I II provide double 2x r I I I header at stairwell, I I t- op of wall below - I I II I 20'9-114^ I I I I I.- top of wall below I II 36.' 0° Rim board Rim board 0° top of wall below provide Y8" fire protection under stair framing provide double TJI at stair well BUTT BUILDI AP $0N ;_ . d� ' 1v -Ar='� N 00 S c m dm O y Y U a Z c c a N r LA tn CS � $0N ' .. <--F cr Mueller's c� F c� 0 11452 c� c+ 70 Yankee Hill, CA <+ �. o, M. Q: n s No o02 S Q y O �. N `+ Ul(D in �D S ro Lf) (A rL 0 ' .. <--F Mueller's Christ` as F � O 11452 O r0 c+ 70 Yankee Hill, CA <+ Q: n s S Q O �. co `+ Ul(D S ro Lf) M Q. Ln L � C _M D®C c' tQ 19 tD E tQ cD z ED F9 U1 C R =� - n 1 s 09 ro ° C0 �.rb - tingle Family Residence Address:______________ AP#______ Permit #____ City: _______State:ca Dro,T- irib Mueller's Christ` as F rM Plans Dept. 11452 Nelson Bar Rood, Yankee Hill, CA cnm z Q ru co ro Lf) Qx ro ° C0 �.rb - tingle Family Residence Address:______________ AP#______ Permit #____ City: _______State:ca Dro,T- irib Mueller's Christ` as F rM Plans Dept. 11452 Nelson Bar Rood, Yankee Hill, CA 95965 1530) 533-•4593 I a 3 co N FC-C� -0M r. Q04 CD to rJ C4,Z-F U)o W S -p -s -1 O Co aI CD N cr 74 C �+ swZ A iso a ®gym Ole ffc ®.0 a z' 0 " . '33 -� � �S D 3C A N _• . 3 0 Q. 0 -++ � N �► W � ci ADX � g1 i� Q O .a y 0", .a a 0 A In C� ce IR 3 y C CL a z' A ff 7 C o -� � �S D 3 o 3 H 0 A N _• 3. n ID 0 0 3 0 ADX �30� -• Q O Single Family ResidenceAddress:------------- AP# Permit #----- City: ----------State.;_-tA LJf u I VII IL -j Ny Mueller's Christr)as Farts Plons Dept. 11452 Nelson Bar Fond' Yonkee Hili, CA 95965 (530) 533-4593 z' A A N � ,D 3. ,p ID 0 3 0 ADX �30� -• Q O A x 0", o ` A In ce IR Single Family ResidenceAddress:------------- AP# Permit #----- City: ----------State.;_-tA LJf u I VII IL -j Ny Mueller's Christr)as Farts Plons Dept. 11452 Nelson Bar Fond' Yonkee Hili, CA 95965 (530) 533-4593 Extorlor.Walls 2x6 la, 6 top plate. LX6-bott6m p/ate p t when -in o tact: with concrete. 112" GYP BRD interior. garage side to be 5/8" .fire protection gypsum sheet rock 1 10 Roof Framing See roof truss plan provided by roof truss Structural Notes manufacturer. - 0. A//external -headersb to e 6x 12-O_ F. #2 0rbetter 2x6 DF 2&BTR WALL STUDS 16" O. C. AT EXTERIOR WALLS UNLESS NOTED OTHERWISE. USE'6X12-HEADERS-ON-iDCT RNAL WALL_`S_UNLESS:NOTED OTHERWISE. USE'2X4'FRAMING'FOR INTERNACWALLS'UNLESS NOTED OTHERWISE L - Porch headers shall be 4X12 DF #2 & btr. R 99 INSULATION IN WALLS TYPICAL WALL FRAMING unless noted otherwise. 2. Structural framing-shall-be-Douglas.F_ir-2-&-btr.-unless other wise .noted. Sill plates on concrete shall -be pressure treated or redwood to conform with local building codes. - 3. Bolt holes in wood framing pieces shall be 1116" bigger than the bolts. 4. 2x2x3/1 6" washers shall be. used on all. bolts. 5. Framing connectors and earthquake straps'are to be Simpson Siong -tie or equivalent approved parts. The Simpson 'catalog with the approved connectors must be on the job site for inspections. All hardware to be installed with the bolts and/or nails shown in the catalog. 6. Vllall top plate seams are to be at stud center 7. Footings are to rest at 18"min. below undisturbed soil 8. Concrete to have a minimum compressive strength of 2500 PSI @ 28 days. 9. State and county codes and .engineering specs override any details in. these drwaings that do not meet the code. Use double kirng-studs mat- a/lopenirigs; o ver- - 6'. EAVE I TRUSS DETAIL Class C min. 3 tab comp roofing 15# tar felt _ plywood roof sheathing 8d nail @ 6" CC gutters 2' over hang U/ Simpson H -1cl 2x blocking nail to top plate w110d nia/s exterior surface X This plan is designed and created by the owner and is for references to buildin style and location on/ Builder"tom ov d on truct' n teChni ues tha .co ply wit y local cods nc� ord%rr7ances Iviu�%/et �s.�inma rm Is nq/y, r �✓iiniQ s an �ang service and I�abllity is there ore umifed to tie d�aing ol�salc� pl�n. ve.r, 2,2 pitch 12 S truss by MFG. S2 z-6 double -top plates 112 " p/a`ster"board -R--99 U) U1 a, s a a, U C, Q) LA a, rV 00 E Sheet No. - �-uSE �/2�• cdx PL:YWO ROOF._ SHEATH/NG (J f NA/L_W18d.GAL:_.NA-IL43 4Q)(,:NTY F" CC ON EOGES B �.I L..I I � ° �1 DIVISION £' . C5 _ o T in N G N IA in S _., m c. a U ° ° " a Z c o ( N >. v 4 Q U) U1 a, s a a, U C, Q) LA a, rV 00 E Sheet No. - �-uSE �/2�• cdx PL:YWO ROOF._ SHEATH/NG (J f NA/L_W18d.GAL:_.NA-IL43 4Q)(,:NTY F" CC ON EOGES B �.I L..I I � ° �1 DIVISION <. a w N .*I(* C* O 3 9 pCCIago � ca 410'4'. e� s Ml. CL S A O N L O 3 ao _ co �. �. 4,w i y �• aCO) w C ff1 ii ! 3 WCL O i 10 �� ' crag' ' o 7 wV tbt _ n a co $ 3 ° N a 0), c x N r r CL ,�i O, r C.'n m doom '8 0. I`gym a. 0 03 '0 At �. +i al 0 CL 3 CL �C 7C 3' 3 to v► 3 r ill (7 ty r 2' s 330 1:0 1 1 3 r{ . at ¢=r, =F M> r 10 N 0 N X o C a D3 0 m' 013 q•c 34 CC - (o 0 _ X. 0 OR w Q a ra g .��° s. _0: 3mg �oCL 3'� 06 CL 0CL �� .: me CL H Q Ro L �. O,3 CL C n r C i� pr,nf� inn. h Single Family ResidenceAddress:---_.-------- AP#___-__ Permit #---- City: ---------- State:_ -CA Mueller'.s Christmas Farrn Plans Dept. 11452 Nelson'�Hnr Road .Yankee Hill, CA 95965: (530) 533-459:3 N N i o. v C_')30 (D�� 3 c� 0) N :. y y.$� �e 3 .. o �' Z ON) . y N or".'� o40 rn Qo�� 1 y, cn - C y, ��— o - ave c�.g 00 I D I S � U1 rp - 0 i r0 "5 iI r0 P \ n = s p I O� 5 o I n -3 I -0 P � C+ 1 p � O - I < 4 Q1 o 00 I n -n< 1<p n Q N I I C+ ------------- w 0 .Li 4 seo o� z Single Family Residence Address:____________ AP#___ Permit #____City:__________State: _-CA Ny�V .a 000aaC3(:5 O O rn CO OOO'DOp co ODO) � Q AWNS OpOO O o OD N j w CQ w_ O N 0 C31� oo0i°� i r) n '' O a N O W a?C5 W co W -� _ 9 C Q C a) C Q M H 7 V Ozt zt Q Q Op C [7 O O O Vl ) �, 5 a Qo c Cr zr L y 0 ' � N g v,CD v, va .0) Qp Q E IM .Li 4 seo o� z Single Family Residence Address:____________ AP#___ Permit #____City:__________State: _-CA Mueller's unris.t rl,u5 r ur ri Plans Dept. 11452 Nelson Bar Rood Yankee Hill, CA 95965 . (530)' 533•-4593 _ Q d � Q O Q Q v� O � i r) n V) V Mueller's unris.t rl,u5 r ur ri Plans Dept. 11452 Nelson Bar Rood Yankee Hill, CA 95965 . (530)' 533•-4593 _ T1 v� n i r) n V) V Mueller's unris.t rl,u5 r ur ri Plans Dept. 11452 Nelson Bar Rood Yankee Hill, CA 95965 . (530)' 533•-4593 _ SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY Some details omitted for clarity in location of vonsdvition rnembers all codes and ordinances to be obswvW by buHder even . they ara nat ' indicated on this plan. Alf codes must be determined R-19 insulation typ. by licensed contractors prior to construction. — - — - - — - — -��� - — - — 112" gypsum board 518" gypsum board GARAGE -back fill LAUNDRY 4" sand base compacted till compacted fill > 3 Bottom of footings to set 12"into undisturbed0 natural soil (see details on page 9) ROOF TRUSSES Roof truss specs provided by mfg engineer and attached to plans Provide Class C roofing material (min-) P= Tov'e ad aUate /Mg C an provide (see chimney note on elevations) /Attic access and ventilation per UBC. ,�carea use Simpson H1 clips R-38 Insulation \,112" gypsum board . cathedral R-19 double SEE PAGE 7 FOR FLOOR - top plate ceiling FRAMING LAYOUT �`T� 1-115/8 - - --2x6'studsA 8' fra Provide ventilation at 1 square foot per 300 square feet of area 2314"� W Sturdi Floor use 3" screws, and glue �8""FLD V End ) r --r r� 14 LVL �„�ft� aclosing rim board 2x6 ledger ('a J 3! 8 fit W 1 ' TJI Pro 260 I \4 n C . I W8 gyps= sheet rock l � �� i T1-1 R-19 insulation �Zz6=studs 8' framng u R19 LS--provide1 hour fire ----- -----z protectiongarage side common wall garagelliving space e r. 2.2 scat e 1/8' = 1' a Detail section A bothfloors < I L) I o, C5 1 4, I N I , I , I , I , i I , I , L L W i I Q ml � of U ' n, -P N E L v Cl1 E ,. d I LL. I Qj I rn � Q Sheet No. 13 OF: 14 £ d 4 'L is ' C 0 a: a ri .' ` U in v o _ �MC_;1 S N d N C T W T 17> U 5!-WX DL z C c' or� N > v V C5 �� Q) < I L) I o, C5 1 4, I N I , I , I , I , i I , I , L L W i I Q ml � of U ' n, -P N E L v Cl1 E ,. d I LL. I Qj I rn � Q Sheet No. 13 OF: 14 Provide 7 outlet every 6' on each useable wall space. All bathrooms to have 1GFI protected 20 amp branch circuit.. No other outlets sha/l:be on this circuit. Outlets installed in grade level garage shah be GFI protected.All kitchen counter sudigoes to be GFI proteceted. Each appliance shall have a dedicated circuit of correct amp. for the appliance. provide AC disconnect locate per NEC HVAC _ provide GFI outlet in weather tight box at 12" from porch slab MO 4&S i 0I provide GFI outlet in F ch weathertight box at IV b from porch slab �i g......... - . 4 l Porch self closing 1 hour fire doV ' Slab I 50 Gal water heater, gas, min 18" above floor, provide earth quake straps, PR valve discharge, vent td -outside I I � L— — — — — •............... provi�eeii ery 6' • . . use GFI type in garage, bathrooms, and all kitchen areas within 6' of sinks or wet bars provide uniform floumscent lighting in bath per CEC 2.4 200 amp service panel meter base under ground service connect place in conduit per NEC first door =SWITCH SMOKE_ DETECTORS provide smoke detector locate and type per ocde, har"red per UBC 31" =LIGHT FIXTUREprovide at •.. heH and each bedroom , = DUPLEXRECEPTACLE provide smoke detector locate and type per code, hardwired per UBC 310.9 battery backup:\ Bed Roo (� R a t t -I S . provide uniform flourescent lighting in bath per CEC 2.4 down fel aceifigg fan \ . O(,rent Roots provide smoke detector at high point. �. of each cathedral ceiling (2) locate and type per code, hardwired per UBC 310.9 use battery backup devices ns Provide smoke detector locate and type per code, 8' ceiling hardwired per UBC 310.9 K i cheft battery backup Provide attic access min. 22x30 install a switched light at or near opening to service HVAC per NEC 210-70 [a) U BC1505.1 'i I ENOT ,. CHECKED v ? NlyiflUC`i101N(l rH CURRY 13i s e c. a n d f l O.�I0II'�COMI�i. Electrical, mechanical, and plumbing construction shall comply with current edition of NEC, UMC, and UPC. ver, 2.2 Electrical Plans C ale 1/81=1' use printed dimensions when given .0 4 I F L LA C5 o x S a, J t. — 2.I � .� — i o Sc" pOH U _ Z 0 C o 0 N L P >-n �Qj F 0 d f .. .. .... ...-. .. per att4Ud heet... .. tip.- i :.....:......... �' ' .. � 30......:.:..� ! ^�.................. r rature :..... Date ....... .............. :... ....... ....... :.._ ALL STRUCTURES AND EQUIPMENT 'INCLUDING":-'- OVERHANGS SHALL-BECLEAR.QF :ALL; EASEMERiTS..... :........ .. . 30:.. FT. FROM. THE..SIDE_ AND .. ;... . . :.. q ET--BACK :..FROMT.HE.REAR PROPERTY LINES AND FROM THE ROAD CENTERLINE SHALL BE CLEC OF STRUMURES AND EQUIPMENT fXCFP� a . , ERH ........ ......:. 05��.:..:...:...... :.. .. :....: :........ . v�..p. ...:....:..:.. ... :.... :..BUTT'S :COUNTY :FT � FJ�uE.: , . 3:0 + e - - 81.III DIINr..rNVISION :.. A 2 Assessor's Parcel Number.FO -ED 71.12 — ®M �] Scale: 1" _ �� `� o gv T rFe Owner Name v^ e4-tx C7 S (A,- w ° t! ' Address /Phone No. 3 001 331 o_ Site Location Contact: Name'.- �Phone ocWbw 2. FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig:; ZONING: Size, Acres V y GEN PLAN: ' 4.00" USES: O M Ct All. cl, Ct cl, 0 N ,: ,,— Provide 9 outlet every6' on each useable wall space. AU bathrooms to have 1 GF/ protected 20 amp branch circuit. No otheroWlets shall be on this circuit. Outlets installed in aMcfe level garage shall be GF! prl All kitchen counter surfaces to be GFI proteceted. Each appliance shall have a dedicated circuit of amp. for the appliance. provide AC disconnect locate per NEC HVA C a providd0 det in Porch weather Ilt``` Slab from.po i z nb L-- �, provide uniform flourescent pweatheerCR outlett bot i 12" 00 lighting in $per CEC 2.4 from porchk r------ I Pot ,a�JV self closing 1 hour fire d Std ! 50 Got -water heater, gas, min 18" above floor, provide eldhgmke straps, PR valve discharge, vent td -outside FILE COPN' pro 6'- .. — use GFI type in garage, bathrooms, - and all kitchen areas within 8'.. of sinks or wet bars _ m,ntal Health MAR 2 2004 200 amp service panel meter base ChiCO, CA under ground service connect place in conduit; per NEC . APPROVED f I.r •S t - � l O O i" Butte County Environmental Health Dat r Signature ver Electrical'. Plan... SQ = SWITCH = LIGHT FIXTURE = DUPLEX RECEPTACLE :0 20 provide smoke detector locate and type per code, hardwired per UBC 310.9 battery backup Bed Room .o SMOKE DETECTORS provide smoke detector locate and type per code, hardwired per UBC 310.9 battery backup provide at hall and each bedroom Ld Bat -o provide unifonn flourescent [0A lighting in bath per CEC 2.4 ceilirig fan \ Great Room provide smoke detector at high point. �, 1 of each cathedral ceiling (2) locate and type per code, hardwired per LIRC 310.9 use battery backup devices 49- . 8' ceiling Kitchen seconcl J � loaa Room provide "smoke detector4 locate and type per code, hardwirttti per UBC 310.9 battery kup floor Provide attic access min. 2240 install a switched light at or near opening to service HVAC per NEC 210-70 [a) UBC1505.1 Electrical, mechanical, and plumbing construction shall comply with current edition of NEC, UMC, and UPC. s c Q l e 1/8`=1' use .printed dimensions when given E >t d In a C5 o CTL a u t ur _�In °.m =� fn 5�tna,u,_ C Y U Zo, � � a a rn / Ln TLn N R �:5 Sheet No. 14 OF, 14 «D\