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HomeMy WebLinkAbout039-370-101i NOTES 0412 �� �i/L7G�Z 1,4 av cl Ok c 5 ��►-"mss 'o (a a -P AST67C, .W _ s 4,f • 'F j a �r { t RESIDENTIAL c-, 039-370-040 *I. 01-0242"_'_x,- 1 N , RICK & DEBBIE. 'LSI_� WALNIJT TREE LN., CHICO CONTR: OWNER. NEW SINGLE FAMILY 3 BDRM 21/2 BA J�;a� co - SoQa't �>" SPECIAL CONDITIONS CHECKED :. -BY SRA FLOOD'CERTIFICATE REQ. FIRE SPRINKLERS REQ. _ '4 SPECIAL INSPECTION ITEMS " VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER kji •� j '1 - o v- 1'�".K ►4i c d+'&y) Clp COhVw4>�o-tl+o '� call.IvLiLV e-�` OFFICE COPY Address GAS Meter By Date ELECTRIC Date Meter By I G t JOB FINALED Signature .z_�Ze- V=Od. 0 'Not OK = NotAFplicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L'ft./ PLPG Carports; Windows -Doors 7. Well Clearance 8 Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 q�, o MISCELLANEOUS k`' Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK =Not ApprCable RESIDENTIAL (Single & Duplex) • z Not Ready Date derfloor (Plans) OK except #'s Zoning -Setbacks- Ease ments-Flood.Slope M�irt'Soils-Elec. Grnd.-/ i Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-/ Ir' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r' Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe, Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date ex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B•1 Date - U Card B-1 Date Card B-1 Date Subfeed Wire Size / / gaIV or AI-A.C. Wire Size / / ga Cu or AI UMB NG (Permit) OK except #'s Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Inplated Neutral O Yes ❑ No i Wale6tr.; Vent -Access -Combustion Air Battle 51. 1 . ater pe; Test & Anchor -Nail Protection Closet Light -Shower Light -Spa Light 1 .V.; Test Fittings & Anchor -Nail Protection 54 20. Shower Pan; Test, First Floor -Tub Access Date 21. TesVOb & Shower, Second Floor -Tub Access Ducts Insulation & Support 315' as Pipe; Sixe & Anchors A . Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection Date Plb c. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Car -1 Date Card B-1 Date rd Rails & Deck Construction -Post Caps LECTRICAL (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 4 F ure & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. ex Installed Close to Edge of Studs & C.J. 4 . Equip. Ground made up w/Me asteners-Bond Ga ater 28. 2 Appliance Circuits in Kitchen Conductor Size GFI 29. Subfeed Wire Size / / gaIV or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Inplated Neutral O Yes ❑ No i c ewvice-Riser Conductors & Ground Main Disconnect 51. Equip. Clearances Panels-Motors-Mech. Equip. Z_Ic2thes Closet Light -Shower Light -Spa Light 3 Smoke Detector 54 tairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date 579 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date KJECHANICAL (Permit) OK except #'s Siding -Nailing Veneer Ducts Insulation & Support 315' Vont Fan, Exhaust above insulation 32' Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date IV Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40,1fills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 420earing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 41( re Stops, Furred Cei Ings -Staff s -Chasers -Tubs 4r Headers & Be ms- ' e & Bi/mg Date FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connectors 4e Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 8. fireplace Ties or Type A Flue -Fireplace Throat Clearance 44'. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimer loris 51. garage Fire Protection Framing 6g,19tairs Property Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54 tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 1SJ'11116iucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5R,GlazinwArea-Glass Protection- Skvlights-Plastic 5111/S Kar Walls; Nailing -Bolts 6C09 -race Interior/Exterior Wall Panels i 15'.. Insulation-Walls-Cei 62. I nfiltration-Walls-W ii Date Card B-1 el Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings 4 .oke Detector 5. rnace Vents -clearance -Comb, Air -Connector- r Garage; Above Floor-Ducts-Mech. Protection B ro m Exiting G .I. & Bath Fixtures & Tub Access -Spa 6 Ele Trim & Subpanel, Breaker Sizes & Labels 6g,19tairs & Rails 70. FirepMce or Stove, Clearance -Hearth 7 Outlets at Wood Panel, Int. & Ext. Ki ixt. & Appliance; Ground -Air Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter 143*."'Gapp Fire Door; Swing -Landing -Closure A . Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection Plb c. & Mech. Equip. Listed for Location Ele eceptacles in Garage (F.F.I.)- omex Protection at!9WFoam-Looked in Attic rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Cl_e,e'rance Looked under Floor Q Yes 82Folldw-ing InsttW./Drive J Yes J No/Walks D Yes J No/Planters J Yes J No 82' Stu Brown -Finish Unit Disconnect, Electrical -Plumbing 8 e bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 6 ell, Disconnect, Electrical, Plumbing 7 for Elec. Trim, G.F.I. Receptacle -Underground itVf. .lotion Throughout House ections from Previous Inspections Test -Meters Tagged, Gas -Electric !r & Sewer Connected-C/b/o Grade -HD At r Certificates Posted Date Card B-1 ( Card B-1 Date Ir Card B-1 I Card B-1 Dat% . C Tate Card B-1 at Final: ^','w..,,�..`t�..'.z:4c•,S;"-r_ti�'�`"`t'�i''?i'.�""�,-�'��'^t�-}�{"r�r-..'Z.'C`.�-w�i�,py��i`Si•'Rs'^�"�t.;-"•`'"-.'��....-,nv'��r..c,�� 7 3 COUNTY OF BUTTE BUILDING DIVISION+ - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE :} eAc�'� Of- 0a ,-OWNER PERMIT NO. 9 A routine inspection indicates that the following violations of butte county Ordinances exist at the; ,above addres and should be corrected. Please notice this office when correction of work is completed. f you have any questions pertaining to this matter, or need additional explanation, `please ntact this office immediately. �y I l,De.. s iI fit✓ w 6((sh C 4F1 Cela# jt)V? w DVW 9,Vfr yKe111- l C {ewre-'4-i C e cc esu sups. .. (o If IAm C1 FTY, twos '4A_r' x Ue� iT fr �YL4 t r��/�� ///-�(: Jew'• AJC Ili &J � \rnl II REV 10/92 �#, - +"f - •r _ _. - •-� _ _... .r,.c�,grs_ . { v,; �_-.... - -�� :.r-.';• .gin ... « COUNTY OF BUTTE ... ...... ....BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 n CORRECTION NOTICE A/-Z5�/�l ��i U Ia OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you hav any questions pertaining to this matter, or need additional explanation, please contact this o3fice immediately. ' - 1 ,.t.i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT 411 Main Street - Chico, CA - (53 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER Cil-OzyI, IJ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ►t —F i s r � l t \ \ A f Date % Inspector REV 10/92( '" .. " ... ` .. ♦COUNTY OF BUTTE..... . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. '..µ} A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and'should be corrected. Please notice this office when correction of work is completed. If youlhave any questions pertaining to this matter, or need additional explanation, please contact thi office immediately. '! .. t. 'i COUNTY OF BUTTE, y; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES a 411 Main Street • Chico, CA - (530) 891-2751 7 County Center Drive • Oroville,-CA • (530) 538-7541 - CORRECTION NOTICE OWNER T r PERMIT A routine inspection indicates• hat the following violations of butte county Ordinances exist at the above address and should'be corrected. Please notice this office when correction of work is x completed. If you have -any questions pertaining to this matter, or need additional explanation, A please contact this office immediately. 4 pa floo,� r •, • y •ti Date ti Inspector REV 10/92 t -r ._-•,..•-. •.... .:. --�..:._ ;.....-.-mow.-.-.:.-.:.z:r.:-ar,�,:;...::�+au, -.fw.. ..-;czw ..:xie.-:� COUNTY OF BUTTE DIVISION ....._.. { DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 s 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE {' :4 42/-ya Ufa , Y: OWNER PERMIT NO. F'? Q6 e - i4 _ w 'x l A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed.. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i REV 10192 ; ,.� COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 1 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A'routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional expl on, please contact this office immediately. l /Zar/i�✓Gf _1112' jT /jai - �� �a'' a rr 7 �vd�4 74 I Ale Data 1.<- d l- C/1 REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L OWNER PERMIT NO. -. A routine inspection indicates that the following violations of butte county Ordinances exist at the H: • above address and should be corrected. Please notice this office when correction of work is. completed. If you have any questions pertaining to this matter, or need additional explanation, please contaet this of}ce immediately. j + - '13UTTE COUNTY DEPARTMENT OF PUBLIC HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE P.O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (530) 891-2727 TEL: (530) 538-7281 The sewage Disposal System was inspected at �4 b �4&4 /y %--� For D/,ISS AP# /�% 3y 200 — SEPTIC TANK LEACHING FIELD Size Z e!222 Gallons Length /L feet Material awwb( b= )!3c Width 9� inches No. of lines oZ Rock Under Pipe h inches The above dimensions meet the minimum requirements, of Butte .County Code, Chapter 19. Additional leaching area will be required if experience shows it to be necessary. Remarks: . Date: �� // S2 -778R. (Rev 8/99 ENVIRONMENTAL HEALTH SPECIALIST r COUNTY OF BUTTE - DEPARTMENT OF DIVELOPMENT SERVICES - BUILDIN IVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 8-750,, PERMIT N0. (Rbv.12/96) I APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-370-08 3 ZONING SR -1 UILDI ERMIT ' OWNER I 530- SON RICK & DERRIEOWNERS T566N0167 SO. FT. OCC. BUILDING VALUATION 1976 R-3 106 704.00 MAILING ADD ss CONTRACTORMME ME TELEPHONE P.O. TROX 1809 CRICO CA 99q97 944 TCS 12 272.00 540 U 9,720.00 CONTRACTORS MAILING ADDRESS OWNER CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 130 196.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 748 , QC ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 486.20 SUILD:NG ADDRESS CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1277-20 LOT NO. +3 J SlSBD1yI510N'S NAM '� �� �� PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0034.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SINGLE FAMLILY RES SPECIFY Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 1 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities' ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY RESIDENCE 3 BEDROOMS, 2 1/2 BATH WITH 2 CAR GARAGE Gas piping stem 1 - 5 outlets 1 15.00 15.00 Building sewer 1 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20:00 Main Service zoos oA mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, _ will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 48.00 NEw corar. DWELLING occuP. 3.5Qso. � a � OR AODNS. a ACC. I S. FT. r , NEW NON -ROE ID, MULTI -OUTLET @7.50 PowER APPARATUS 8 SINGLE OUTLET CIR .00 ' a Ex. Occup. OUTLET OR FMRES BAIL ® .50 Ex. Occup. oMD. �ID.oEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S J 31 06 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.) l�- I certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. C _ h X 9J) _ Date - S Signature of Applicant - ❑ Own ❑ Contractor W -Agent An OSHA permit is required for excavations over So" deep and demolition or construction of structures over 3 stories in hei ht.§64/ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 30.00 30.00 Hood 6.50 6-90 Ventilation PERMIT FES S 95.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 oc o corsT., pE TO AL FEE $ 17 1X 76 HAz. FEs IM FLOOD CDF PAR ISSUE lirl L11 This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above for which fee have been paid. WIX2 RMIT EXPIRES O fe ReceiptNo. �40,6 Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN NSPECTOR GOLDEN ROD -APPLICANT `r"d Not Plan • �� FIIMNF�1 floor Plan A ao u� , Sant to S.D. TO: Building Department FROM: Environmental Health 1 i SUBJECT: Sanitation Clearance � 1 ! 'rY•ZU AGS wA-wjyr- -rk66 L, -6, o rF 4-r" rly.y � Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -,- dwelling. Other Fi Hold final for: J.&LE C4-rroZ 81r �Pcr1�U�L 4a� rr�aZ L�O��i �BTS��ti Final clearance O.K. for: NOTE: j EnvironmeI Health Specialist .' ,. , Date nt 8/96 ..�._.. .• �...,'�..v"n`��+T•_.•-.'�"�lt��+n «`� .vi�J1.�"'�dr-r`_.r�•wi`63E' cr-r.•�`�•��fR'�"h�""'r"`�`.,. - .r';. �.. .. COUNTY OF BUTTE - DEPARTMENT 017,6EVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: ASSESSOR PARC ER: 3C1— 3� Proposed Building Use: t j = • Building Inspector: U Date: ,2 - 5-- U At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 1:14. Engineered plans, 3/4 sets, with wet signature on plans. All engifieering must be shown on plans. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ufactured Home data and installation ins ctions including Tie Down Specifications .------------------- u Feesof t o r ---1�--------------------------------------------------------------- t pact fees as shown on the attached schedule."-�^ S�~� (J(7---�C�---------- 4 ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- , ❑ 13 Flood elevation certificate.----=-- is -------------------------------------- ------------------------------------------ �4. Sanitation and plot plan approval t�-,Pp Health Department. ------------------------------------------- F ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16 lot plan and business license approval from the City of Biggs. ---------------------------------------------- 7.Planning approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about Improvements, ❑Drainage, Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification).------------------------------------ orkers' Compensation carrier and policy numbeerr. ------------------------------------------------------------ vner-Builder Verification (Given to owners Mailed to owner 0) - -------------------------------------- of signature authorization. Recorded coof Agricultural Acknowledgment Statement. Letter of on building use. -------------------------------- ❑ 27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. El 29. 1:1433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue;the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. _X_�Telephone S39• S_,66 - OU7 and hold for pickup at U i U �lGoffice. ❑ Deliver with inspector. 5'7C-7-, 129v E 2fLo� R -� �n TiAtF b / / - Applicant: ^ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, P Qthkr: / - Date. Z-SGi By: By, 1. Index permit application for 4 above items numbered: b N ❑ Plan Chec;: List k. 2. Additional items required: ' . Contractor, design , owner, was advis*f the above required data by/XZone, ❑ mail, ❑ Building Division counter, by Date: 28, 1 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was Aftised of the aboveuired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: 1i4 -0 Plans approved by: Date: (1 ' Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE , OWNER�— P OPOSED BUILDING USE I` I. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ '2 SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ G. 00 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ . Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #0 3q-37�O--0Fs0 DATE �RECEIIP%T # DATE REC 'J UV �LOLV I(Y'. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE — S Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) E'1 ®, Y�1 _ora " is>:�1►r� BUTTE,COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM + (One form per Building) : School District C- 0 �YLt (� Building Department No. A.P. Number o 3 - 3-7a. QOp t, Jurisdiction: City �(� County. Property Owner Property Location/Address f f Subdivision �.�G� i' L j'�.-{� Lot No. Residential Development Commercial/Industrial Building Department Representative (Floor Plans reviewed by School District Personnel Date District Identification No. O �L School District certifies that � � (Applicant) • Im . . 6G -N.6/6 (Street (City) has complied with the°requiremennttris of Resolution No. representing d square feet. iii`/%3/t,_�`-��%%t School District Representaiive Paid by Check # ' Remarks: 1 r (Phone Number) (State) (Zip Code) by payment of $ AB 2926 S FULL MITIGATION = - Date x Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit 'a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feefo—rm.zis 0,0/98)dmm , sc •i .................................................................................................................. `I Sq. Footage q `� 1 / 64 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................... '(No foundation inspection): t Sq. Footage New Addition (Including Exterior Roofed Areas) 20- 01 Building Department Representative (Floor Plans reviewed by School District Personnel Date District Identification No. O �L School District certifies that � � (Applicant) • Im . . 6G -N.6/6 (Street (City) has complied with the°requiremennttris of Resolution No. representing d square feet. iii`/%3/t,_�`-��%%t School District Representaiive Paid by Check # ' Remarks: 1 r (Phone Number) (State) (Zip Code) by payment of $ AB 2926 S FULL MITIGATION = - Date x Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit 'a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feefo—rm.zis 0,0/98)dmm , sc •i •i . a .i ..: .� .. w7 -, '+r'rtw-., 1. 7�i `v..i'r •,rr.w'.t...•�.ntYh•• r.�.vwrr..-r r.. mi.wr ..,�,R.. -•u.-t,�.r..�"-4.,•,�'�jti.. r.. ... _ .,� • :.�, �' ��, �' e+� 'I r 7f7� �1-" � C','.` • .,,k � � •'y. ,�7T/jf nt��i",✓W.�„•:�{..-e :... . BUTTE COUNTY PARRS DEVELOPMENT.FSS CERTIFICATION FORM C11IC0 AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) 03q ` 510 - 090 Property Owner Project Location/Address Subdivision Wa t "t �t Q -Q- Lot Number (s) Residential Development:' (check one)' New Development Alteration/Addition Total ,Number of"yDwelling, Units �NL-! Comment: R, _Mobilehome(s) _Non -Residential to Residential ,Building Department Represen wive Date Chico Area Recreation and Park District(CARD) certifies that Applicant Name) Street Address) MWIM "I. one Number) CA 51.x-% (City) (State) (Zip Code) ,has complied wi,th,,rthq requirements% of Butte -Co'., Resolution .No. = 90-140: ,.'by payment for 1 dwelling units @ $1,189 for' -total payment of.$ l0 CARD Representative Date PAID BY ' CHECK NO .. C7Op�. REMARKS: BANK NO. 9Q" PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) .06Ye'l�l�owBu'ttie °�Ctbits Build;rgDept. ,,L ' D$y� Goldenrod--City-of Chico Building•ept. J :x 4017_: saA, :pannbaa s7u0wanadun a5e,,!ejo pue pecb JaLAp ❑ uMo4S se )Ip We sluawannbab 6u!dexpue'1 ❑ :6uldexpuej laLpo 13uMo45 se )10 aie s4uawaxmbab 5uWed ❑ :6unNed :W Apwej-RjnW/jF.L4snpuj/jepjaww� asn &on ijoswoy ❑ I"d a^4eAPU!wPV ❑ I.Wmd asn jou!W ❑ quo+a;� ` a �aans 'aa�5 ue!d 1enuag :Lp!m !! w o: sa4 ❑ ON li auoz v04oalad P LPaleM n(z ..Q .»QumN RuPd :auoz 1d u uo4ua,,ajd aj s eMy 1H'd laa45 apo Lw: * :x 4017_: saA, :pannbaa s7u0wanadun a5e,,!ejo pue pecb JaLAp ❑ uMo4S se )Ip We sluawannbab 6u!dexpue'1 ❑ :6uldexpuej laLpo 13uMo45 se )10 aie s4uawaxmbab 5uWed ❑ :6unNed :W Apwej-RjnW/jF.L4snpuj/jepjaww� asn &on ijoswoy ❑ I"d a^4eAPU!wPV ❑ I.Wmd asn jou!W ❑ i!wja d astl ❑ n a 6u!uoz OR ue!d 1enuag :Lp!m !! w o: sa4 ❑ ON li auoz v04oalad P LPaleM n(z ..Q .»QumN RuPd :auoz uMdpooU * / I Sa) ❑ ON IM M VaIP'SaA ❑ oN:M auoz asudlalu3 aasse40J ❑ NZo saA ❑ ON ue!d oyoadS saA ❑ ON eater uo4e!o!A sa k ❑ ON ® uew uo4oV MAW :., :a6ea»y wnw!u!W asn Vatp'saA ❑ ON 19 IuawaaJ6d uoAetiasuoo puel uTff 05JE, .axiePe :�!uuad as: - 4uauma6y ivawdopma I� Weld !eJaua: :Mueum buiuoz Jo a)eo :Pl4s!0 auo. . <s�;=iE r0 ❑ IIaM ❑ �Idas ❑ . ,acted Baa s�nm Z<e�-AmW ❑ a PuZ ❑ ' - •_^--! .��Y ❑.'".'�`r _� v.7i �;.? .. `!w."f7 opgow ❑' .. �n..7"'a ❑: RPMJ ❑&we uwqft❑. •�r`1 �'.M+ioC x oo 'o d :CPPV s,auMc :aseo�y r , :auieN SAW dY p OJL ❑diA Wit, _�:,r �,,;m7AC>iddy+'Jip�a a3noaddv 0 IM Map Date of Recording: Lot: elodt: Page.151.. -03 0� :onditiions That Must be Met Pricy to ieRWCe of Permit- C3 er nit- ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ ComplY with condtion no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for applIcatfon). a ❑ Construction acoss property Ones is not permitted (See Land. Development for a Merger Applfcadon/Lot line Adju*wt). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Bock 17 of Maps Page 23). ❑ Constrict road to ❑ Othw �reral Corrmerts7 ❑ Meet parcel size required by zone ❑ Meet current EHE requirenwts. DU�� CoNmOL r�L-�SU1Z.��. _ N -r_-2 i c W 06 t_.__ -F e D ►rJ 3J C 6Z �z E S P 0k)s i s 1. e J�0'2 S i 0 P 1 t C,7 -1U !nWronmental Health f•� , -To r-> U G u C- WA ► EY2 ',• 1.. ♦: 7�Y .-i Y,. •ri .y. aY�• •� L "'�,i J 1 Septk Permit Ravlew: Agriculture Aflldadt Required ❑ w ❑ Yes _ t •.K^Srcz-�. , - Wd Permit Rerkw: _�;, Designated wet Site ❑ No ❑ Yes ..tand.Oeefopmerk Review" pra(nage Plan «nQIM++M C]❑Yes �arrd Created txr. . ❑Deeds Date of Creation: r r Legal Aooess Provided: ......... ❑ ...... ❑Yes _ ....dGee' .. Legai Required: ❑No ❑Yes_, Parcel Frontage on PAkly M*UMned Road: ❑ No ❑ Ye; RoadName: - rd� County Slandards 8or Oeed Craatlon: ❑ ❑Yes CC/o�n}�+/p�6e/s IM Map Date of Recording: Lot: elodt: Page.151.. -03 0� :onditiions That Must be Met Pricy to ieRWCe of Permit- C3 er nit- ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ ComplY with condtion no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for applIcatfon). a ❑ Construction acoss property Ones is not permitted (See Land. Development for a Merger Applfcadon/Lot line Adju*wt). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Bock 17 of Maps Page 23). ❑ Constrict road to ❑ Othw �reral Corrmerts7 ❑ Meet parcel size required by zone ❑ Meet current EHE requirenwts. DU�� CoNmOL r�L-�SU1Z.��. _ N -r_-2 i c W 06 t_.__ -F e D ►rJ 3J C 6Z �z E S P 0k)s i s 1. e J�0'2 S i 0 P 1 t C,7 -1U c �,✓ e -i- -To r-> U G u C- WA ► EY2 S U P P L-%1 A .fM Map • Legal Ac_ ossa Provided: ❑ _U Yes _...... Aocess Deed Refvrlx=: LqW Required: ❑ No Parcd Frarrtage an AM y Mi k atned Road: ❑ No ❑ Ye; Road'Name: Corrlptles wM. Gf• S�dards For Deed Creation: ❑ . ❑Yes C��. y Date of ReoordkV: Lot: � Block: Book:Page 0S :onditions That Must be Met Pricr to eoia.,e-o of Cor..,iT• ❑ Verity legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ ComplY with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Divtslon for appitcation). a ❑ C•onstructlon acts property Ones is not permitted (See land Development for a Merger Appikadon/Lot tine Adjusb.rnent). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constr ct road to �r.eral Cornmer-ts7 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. N, bU�P0 Tf z c) 1[--)Cv7s U P— —at�, , r--2 I -P-!� � EES- r 2 L "Ilq 0 ' ,•�1iw_.r ..•rr.��vn[• rfw'rwh./^C��«.�r...,..wOMewY':Me.�.�ofrr:.N�L•:..+ wJ,.w:ea/�.'4 r,'bif..AM1.�•gpywf. .✓-• Seoc Perreit RReview:4ftdbn AMA RUMIed ❑ Yes welt Permit Designated Wd Ste Q No Q Yes Lard Devebpmerk Re+Aew: _ Drainage Plan (ConyfeQ/M ult!) 0 No Q Yes lane! Created tw:Ix Date of Creation• .fM Map • Legal Ac_ ossa Provided: ❑ _U Yes _...... Aocess Deed Refvrlx=: LqW Required: ❑ No Parcd Frarrtage an AM y Mi k atned Road: ❑ No ❑ Ye; Road'Name: Corrlptles wM. Gf• S�dards For Deed Creation: ❑ . ❑Yes C��. y Date of ReoordkV: Lot: � Block: Book:Page 0S :onditions That Must be Met Pricr to eoia.,e-o of Cor..,iT• ❑ Verity legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ ComplY with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Divtslon for appitcation). a ❑ C•onstructlon acts property Ones is not permitted (See land Development for a Merger Appikadon/Lot tine Adjusb.rnent). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constr ct road to �r.eral Cornmer-ts7 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. N, bU�P0 Tf z c) 1[--)Cv7s U P— —at�, , r--2 I -P-!� � EES- r 2 L "Ilq 0 ❑ APPROVED CONDITI0WALLY,�LPPROyEp �' " igO LEMS :.w:.::2_ acaara•, er x�ib +�i: RESOLVE PRIOR AFlo WAL PERMIT CLEARANCE cQ 1- O`Z-x-12 Genera/Jnlbrmadon .. :,.;:�m.:.;=:��:�:, ��: _�.�.;:;w:���••. .,.. �— PT_•r*<<'� )wners Name: 'R l �� 1 .I'3�' 1 Parcel 2 Acreage: •-:�0.•1. -•p: �C�:: ?wners Address: 0' QO X )80q. 1 L) Sq ;uilding Ste Address:. ��=� L ; ,(,� ,1 , �' .. W . . '_ : ' ermiS>pe* ❑ luldIn9 . ❑ Commercial :: ❑ L�dusti Lal .:.t: ; ❑ Mobile Home 'r oc SFD _, , .: Q ❑ 2nd Dwelling ❑ MU*Fw* >2 units per Parcel ❑ Septic O Well ' ❑ Other .one District: S ( Date of Zoning Ordinance: �. •.2 8 S :eneral Pian: '< Development Agreement: - :se Permit: Variance: -3rIn: Land Conservation Agreement :M No ❑ Yes, check use Nitrate Action Plan ® No ❑ Yes Potation Area No ❑ Yes Specific Plan No ❑ Yes Enterprise Zone Jallo ❑ Yes, check use Floodplain® No C] Yes Watershed Protection 'Zone ® No ❑ Yes -ccosed Use Complies With. 4 General plan AM Zoning Minimum Acreage: ❑ Mco ❑ D2N Cohasset Zone: x Panel Number. Q so s C, ,noosed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit . Cl Accessary IkOdIng use ?mmerdal/Tndustrial/Multi-Family Parking: ❑ Parking Requirements are OK as Shown Cl Other Landscaping: ❑ landscaping Requirements are OK as Shown ❑ Other R.,ad arc Orairage Improvements Required: ❑ No ❑ Yes �ciicade Setbacks: Z=rir. Ccde Street & Hi hwa s Fre Prevention Subofton M ac Front Side ) V Side, Street Rear b Hetcht ' PLAN REVIEW RESPON FORM In order to expedite the review o�r plans please complete die following inf 'on and return this form with your n M form is not oo lete as to all comeWon ice we aW not be able to " ur re -submittal for review. �°°Must bei� r response to every item requested in our plan comfion letter. "9y other" Is not considered a valid response. pts Wdicak response to each item and the lomtion where the infonnadon can be found on the plandcales. ATTAIN TILLS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGIN pLo OWNERS NAME GATE: P, (A* 2- / -7- c I ASSESSORS PARCEL NUMBER PERMIT NUMBER 31 3 70 " �d 61 -- 6-2 Z RESPONSE FOR PLAN CHECK LETTER DATED: -- 2v PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S .T- C_e n. S u we S L—,— '6 v PLAN CHECK ITEM # Z P�\ ) RESPONSE BY: . (� �o . f\1 \ LOCATION ON PLANS/CALCS: COMMENTS:o u \!5 v d[ `� e CQ r� v c-- r PLAN CHECK ITEM 0 RE PO E BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Gam. L 5 t Cry a n T- '6 v CHECK ITEM N RESPONSE BY: ILOCATIO 0 February 20, 2001 Rick and Debbie Nelson P.O. Box 1809 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 039-370-080 Building Permit Number: 01-0242 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: ll! Approved dust control measures from your parcel map must be on the building plans. Show measures on Sheet 1, next to plot plan. ,MrU W ,. /W- Q ,l Plot plans shows driveway for this lot located on another parcel in the subdivision. Driveway for this parcel must be located directly off Walnut Tree Lane or provide a recorded easement for driveway as shown. /General and structural notes from the engineer must be shown directly on the stamped and signed plans. / Provide attachment of the deck ledger to the rim joist. Do not use nails subject to withdrawal. Provide manufacturer's specification for AC unit with SEER of 12. ,!Review of the building plans by the butte county Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. • Provide location of heating and cooling units. .•8: Show all requirements for garage/ house firewall separation. All requirements must be detailed on the plans. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your School Impact.Fee form 2. Complete and return your Park Impact Fee form 3. Balance of building permit fees is $1126.86 4. Pay Sheriff fees of $360.00 Sincerely, Martha Whitney Plans Examiner cc: Evergreen Development • 0 0 0 0 RES]IDENTL4L PLAN 0 0 REVIEW GUIDE.. 0 SINGLEFAAELY, DUPLEXAAD i• ONLY' • Owner: /V 1`JI�JOn Building Permit Number: ©i-ocx-)qa Plans Examiner: A P. Number: 63 q -370' .' 'OC D, , GENERAL: Zoning requirements — (number of permitted living units). 2. Building permit valuation. ,3- Plans signed by the designer. �! Proper description of work. on the application. A Existing violations on the property. .j! Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. ,) Setbacks, side yard, easements, Etc. / Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6 Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainagb fees).... TXX —74 FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9 Prohibited locations of gas heating equipment:(Uniform Mechanical Code 304.5). Garage fire«all separation - required on garage side including supporting walls'and posts (Uniform `JBuilding Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 TRUCTURAL DETAILS: n b n y , cQl �00� CD o -r �CL 1. Conventional construction - Unusually shaped buildings (Uniform Building C e section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Tiuee story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. % Elevations and wall construction details complete enough to construct building. 8 kwf construction details complete enough to construct building. C Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). G 12 Porch header size(s). I" 13 Stud heights. 14 Expansive soil -special foundation design required. 15 Retaining walls requiring design. T� cyoY roo F Coate 16 Special Inspection requirements. 117Header sizes.. SOY 18 Gypsum wallboard nailing inspection required. YZ)VO-e_ CELLANEOUS 1TEMS: Y(M 0� Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section C1°. 1606): nom+ i zed �2 Guardrails (Uniform Building Code section 509). t w) P14df, Bock or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). t3: Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Roof covering type - (fire hazard). Foam insulation - protection. ,8y 36".halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10,. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 Attic access and ventilation (Uniform Building Code section 1505). ".12;s Combustion air for fuel burning appliances - LPG requirements. 13: Sound requirements. 14. Energy design compliance and supporting documentation. 15: Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. �t 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. = Special. Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. • • Page 2 of 2 APPLICANT: OWNER: •. PERMIT #: A. P. . PRC --ECT PROCESSING `ORD WORK DESCRIPTION: n DATE DESCRIPTION OF STEP 0. -------------- �U; SeGL � �Gl/i1/J _ � I� Yt 5 iYL 1 SS�✓� G iY -Qrr &Mnz::�a �-� J—L ! r AND VMN RECORDED MAIL TO: ty _ BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII III III I IIII i Ili III III II IIII I II ;'00 1 —0025437 Recorded Official Records I REC FEE 7.00 I COPIES CoB�UTT Of 1.00 CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON I Assistant 12:28PM 14 -Jun -2001 I Alyce I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDG11gENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Cade requ ed this acknowledgment to be recorded prior to issua-mce 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, hcrbicides, pest►cides, and fertilizers; aad from the pursm:.�t of a;;ricultural operatiors.i:7cluding, but not hr,—,imd.to cultivation, plowing sPrayi ,: , prmm-:ing anJ l'.srvestine which o cionatky g . e.d:1.�t, =O:e, nwmse, and Won i3u-,e.? County has eztablished agricultural Purp.�9s ar�d residents wi'bin said zones and on adjacent property should be prepared to=CIA s1'h inconvenience or discornfort from normal,.Aeces:�ary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Farce 13 as si n On C er+c�CI r, Parcel nr\�lP �; fec�� i r� 4 C) -P. eCel t i� J o. `..G -I ; D irn I Ct' 'a -_->C c r✓rnb e -r a �� 06 C)) i n ('� 6Z CO- pa -y () 3, 4 a.ncl 5 P; pbr+ i cn oT AP IJu o 39--370-680 Date lac / �� MOV RS: State of Cafforqia County of IMOIJ On ko - QZ 01 before me, . L _ AANFSTAD. otary Public personally appeared��� 1ntA �,�K.ujlf'An� personalty . (mown to me (or proved to ine on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and. acknowledged to me that helshe/they executed the same in his/herttheir authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the int t. s rumen WITNESS my d and official seal. Signature Seal: A.P.# 6, 2Q -3x0 —o$D co—� L. AANESTAD to COMM. # 1238968 P Ir NOTARY PUBLIC -CALIFORNIA y a COUNTY OF BUTTE 9 Comm. Expires Oct. 21. 2003 w OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the jor labor and materials for construction of the proposed property ' veinent ,YES NO 13 > . . , . . 2. I HAVEHAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person.(firm) to.prQvice.the,.proposed construction: NAME: ,... ADDRESS: CITY:. . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 5. I will, provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: 54 -;51-5' DATE: - -oo i NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: A An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. . ifyod plait to do{yvtir own work, with the exception of various trades that you plan to subcontract you shotiid be aware of the following information for your benefit and protection: ' ♦ if you employ or otberwise engage any persons other than your immediate family, and the work (mchrding materials and other costs) is 5300 or mon for the entim.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are as 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. ♦ Then 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 specif c information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this forth 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, d61 Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the Californla Health and Safety Coda OVER Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nun, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.1, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 'h"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Building Permit Number: Plans'Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of _�' from the side and 5 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. 20 ` ear►-r,Pi►� �ecc,+r �r��r-F-� �,,.y� ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number:—DZc}-Z Plans Examiner: Martha Christy I slgn Truss Take' -off Design & Sales �sistance Monte Call 193 Camellia Dr •Paradise,' CA 95969 (530) 817-4132 Office (530) 8114132 FAX TRUSS ENGINEERING Nelson Addition Blusar Manufacturing (530) 741-4920 Truswal Systems (800) 332-4045 �' h RAING /_ ,;, �s9- 3 4 J-86 J88 ie? U—. A21 J88 J86 J8 18 N L o 0 D DESIGNED BY: JOB DESCRIPTION: coJOB LOCATION:. m m m `J z Z N o Nelson Addition 0 J i II D D II • II� ti 4 J-86 J88 ie? U—. A21 J88 J86 J8 18 N L o 0 D DESIGNED BY: JOB DESCRIPTION: coJOB LOCATION:. m m m `J z Z N o Nelson Addition 0 J i Job Name: SHNELSON Truss ID: A 1 Drw : CO0101504b-001 EW. X-ICC REACT SIZE RE12'D TC 2x4 EFL #1 & Btr. P s��ec ADSI/TPI - 1995 This deli based an dim iracirg applied 1 0- 1-12 2197 3.50 2.34" 2x6 EFL #2 3-5 �II3 ICi7 IS THE CII�TIE RES= CF per the folollaviuz3 sch-cl le: 2 21-10- 4 2197 3.50" 2.34" BC 2x4 LFL #1 & Btr. MII,TIPiE ILIAD CASES. tt®c O.C. fran to Fffi 2x4 IFI., SM41D M BE11RIM R@WIREIQINPS sh-vai are bamVeli C tEY TC 24.0" 7-11-11 14- 0- 0 TC FCSaE AXL IIID CSI PLT ELK 2x4 rFL, #1 & Btr. an the truss material at each X13. This truss is designed using the 1-2 -5340 .28 .28 .5613ainage tr�ust be provided to avoidahPL pdinq. AT£ VAILFS PER ICBG RES�I 1� #1607. IBC-97 C1x]e. 2-3 -5199 .22 .19 .42 ttnn. einxats ]afetal bracing attached i�ia� �tm7ixsg is required ((by ot17�.'s) to Bldg Enclosed = Yes, E]7d 2cne = No 1x4 3-4 -5057 .23 .64 .88 to flat TC vhere indicated w/ 2-10d rails prevent retatirn/tcrpling. See HIB-91 and Hm=icalne/Coean Line = No B 4-5 -5056 .23 .64 .88 each. Urber mist be structttral grade. AMI/TPI 1-1995; 10.3.4.5 and 10.3.4.6. Bld3 Ifingth = 80.00ft, Bldg 47idth = 4a.00ft., 5-6 -5199 .22 .19 .42 Brace Q 24" o.c. unless rioted cthinvise. PLATDZ BASED CN (3ZEIIQ LLMEER VAL=. Mesut roost height = 21.49ft, MPH = 75 6-7 -5340 .28 .28 .56 Classification = 4, Dead Lad = 21.0 psf ----------LOAD CASE #1 EFSI(N LQArS ---------------- BC FCRCE AXL END CSI Dir L.Plf L.Iac R.Plf R.Loc I4tM 8-9 5020 .66 .20 .86 TC Vett 54.0 0- 0- 0 54.0 8- 0- 0 .59 9-10 5017 .66 .17 .83 TC Vert 162.0 8- 0- 0 162.0 14- 0- 0 .57 10-11 6049 .79 .13 .92 TC Vat 54.0 14- 0- 0 54.0 22- 0- 0 .59 11-12 6049 .79 .12 .91 BC Vat 50.0 0- 0- 0 50.0 22- 0- 0 .00 12-13 6049 .79 .13 .92I.bs X.Ioc T7. 13-14 5016 .66 .17 .83 TC \Test 150.0 8- 0- 0 3. 14-15 5020 .66 .20 .86 TC Vert 255.2 8- 0- 0 1.00 TL Vat 175.5 8- 0- 0 .00 4r'EB FQrE CSI I-B FORLE CSI 7C Vat 150.0 14- 0- 0 .43 2-9 52 .02 4-13 -1157 .39 TC Vat 255.2 14- 0- 0 1.00 2-10 -86 .02 5-13 887 .36 TC Vert 175.5 14- 0- 0 .00 3-10 886 .36 6-13 -86 .02 4-10 -1157 .39 6-14 52 .02 4-11 155 .06 MAX rEFI=CN1( 4-4-14 2-10-14 3-8-4 3-8-4 2-10-14 4-4-14 L/999 IN MEM 11-12 (LIVE) � -� -� IF -.21" D= -.28" T`- -.49" 4-4-14 7-3-12 11-0-0 14-8-4 17-7-2 22-0-0 = Joint Looaticns = 7-11-11 t I 7-11-11 1 0- 0- 0 9 4- 4-14 1 2 3 4 5 6 7 2 4- 4-14 10 7- 3-12 3 7- 3-12 11 ll- 0- 0 F-4-00 581 - 4 11- 0- 0 12 12- 0- 0 5 14- 8- 4 13 14- 8- 4 6 17- 7- 2 14 17- 7- 2 7-10 7- POFESSIO 7 22- 0- 0 15 22- 0- 0 T T O Q Nql 8 0- 0- 0 I 3-4 3-4 I �Q� V. M ESS �yc 2-11-13 3-g-6 4-(1 8 3-7-9 -00 QJ s i i =(1-3-15 14-3-11 SHIP Stu 9 2.5-4 3-8 25_4 5125 3-8 2.5-4 J N C045982 ?J X . 12/31/02 s CNIL �P _ ~2-0-0� 22-0-0 ' TATF CF CAoG >1FOP� °�`� 8 9 10 11 12 13 14 15 ' 4-4-14--, 2-10-14 i 3-8-4 3-8-4 2-10-14� 4-414 0 4-4-14 7-3-12 11-0-0 14-8-4 17-7-2 22-0-0 SP 1/15/2001 r. Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 3/16" . 1' H"(16 ga.), positioned per Joint Report. Circled plates and false i frame plates are positioned as shown above. WARNING Read all notes on this ,sheet and give a copy of it to the Erecting Contractor. TBF: 58.7 WT:101 # WO: SENEISCN ,IY• This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: i Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr: #LC . 9 DA design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pof DurFacs L.1.25 P=1:15 ® LLC braced by the roof or floor sheathing and the bottom chard is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.0 pof Rep hdbr End 1.00 MS will cause the moisture content of the wood to exceed 19% and/or cause cotmector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 of O.C. a 2- 0- 0 4445 Northpark Drr.., Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design p a Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB-91) and 'HIB-91 BC Dead 10.0 pof Design Spec ABC-97 SUMMARY SHEET' by TPI.' The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest andIkfl patio: It/360 TC: 7i/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf Job Name: SHNELSON Truss ID: Al 1 Drw - lM X -IX REACT SIZE R112'D 1 0- 1-12 %2 3.50" 1.50" 7C 2x4 DFL #1 & Btr. P latim At35I/rPI - 1995 2nd LFI, #2 3-5 7HLS )ESS1 IS ME RNI1KSrIE RE= CF des'l'ne of based cur del bracing �nplied 2 21-10- 4 962 3.50" 1.50" BC 2x4 EFL #1 & Btr. M MPLE IJMD CASES. p�This tPa coving ecbedy%; MCC O.C. frt=n to � �le� based Bon TC 7- 0-15 14- 0- 0 7C FCRCE AM BND CSI g.II,Y PLATE VALLES PER ICBO RI�ARal RMFaU #1607. the truss mater-kal at . This _ is desig24.0"ned 1-2 -1956 .04 .12 .16 Drainage trust be pzv✓ided to avoid pond' - loaded for 10 PSF rrn-mta¢rea�t BBQ I. UC -97 Code. 2-3 -1714 .02 .04 .06 PLAMG BASED CN f12FIII ILr)) ER VALLES. 1x4 min. rrrtirucusa lateral bracirs3 attached Bldg Ehciceed = Yes, End Zane = No 3-4 -1656 .03 .09 .12 4-5 -1655 to flat 7C mime indicated w/ 2-10d nails each. Luther trust be structural Hurricane/CaeariLine - No , Fb(p Cbta=v - B Bldg Length 80.00ft, = .03 .09 .12 5-6 -1714 .02 .04 .06 grade. Brace O 24" o.c. unless rrted ctlfer dse. = S7cY3 Vhdth 40.00ft, Mean roof height = 21.83ft, MPA 75 6-7 -1956 .04 .12 .16 = Classifieatiar = 4, Dead Itad = 21.0 psf BC MQ M AXE, BND CSI 8-9 1823 .24 .07 .31 9-10 1820 .24 .04 .28 10-11 1896 .25 .04 .29 11-12 1896 .25 .03 .28 12-13 1896 .25 .04 .29 13-14 1820 ..24 .04 .28 14-15 1823 .24 .07 .31 TAM F= CSI WFB F= CSI 2-9 57 .02 4-13 -281 .09 2-10 -243 .05 5-13 355 .14 3-10 355 .14 6-13 -243 .05 4-10 -281 .09 6-14 57 .02 4-11 79 .03 MAX EEFI =CN (span) 4-4-142-10-14 3-8-4 3-8-4 2-10-14 4-4-14 L,1999 IN DEM 11-1133 (( IF -.07" D= -.09„ 71- -.16" -� 4-4-144 7-3-12 11-0-0 14-8-4 17-7-2 22-0-0 Joint. Lc aticns = 9-11-11 t 9-11-11 t 1 2 3 4 5 6 7 1 0- 0- 0 9 4- 4-14 2 4- 4-14 10 7- 3-12-74.00 6-0-0 3 7- 3-12 11 11- 0- 0 4.00 4 .11- 0- 0 12 12- 0- 0 5 14- 8- 4 13 14- 8- 4 1.5-3 1.5-3 6 17- 7- 2 14 17- 7- 21. 7 22- 0- 0 15 22- 0- 0 T 8-8 -7 8 0- o- 0 Q�OFESS/p/y A T 3-7-13 3-4 3-4 ���0 �, i11� IF LT 4-3-9 4-4 4-4 =0-3-15 SHIP 1 2.5-4 3-7 2.5-4 3-7 2.5-4-3-1 045982 77 9 S=3-4 O P . t 2J31/02 S14 CNW. �y Mr t�� ! �2�Q�TF 22-0-0 OF CALNF 1 08 9 10 11 12 13 14 15 4-4-14 2-10-14 3-8-4 3-8-4 2-10-14 4-4-14 4-4-14 7-3-12 11-0-0 14-8-4 17-7-2 22-0-0 1/15/2001 1 / 15 /2001 � f Truawal Systems Plates are 20 ga. unless shown by " 18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false Scales 3/16" 1' plates are iDositioned as shown above. #,frame e WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 61.3 WT:102 # WO: sem* SON This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Custoater Name: e K'' in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must :ascertain that the loads utilized on this Degur: #LC . 10 DA B L U SAR MFG]Bracing design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pef DurFaes L=1.25 P=1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.0 pef Rep Mbr Eind 1.15 TRUwill SYSTEMS cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSI/TPI 'WTCA BC Live .0 pef O.C. Spacing 2- 0- 0 4445 Northpark Dr., Colo Springs, CO 80907 4445 Northpark accordance with the following standards: DETAILS', b Trtswal, 1', 1' - Wood Truss Council of America Standard Design g' ' y g Responsibilities, 'HANDLING INSTALLING AND ORACINO METAL. PLATE CONNECTED WOOD TRUSSES' - (HIS -91) and 'HIO -91 BC Dead 10.0 pef Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (ITI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl bio; L1360 M W480' TpS. 0 Version T6.2.0' Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 pef job Name: SHNELSON. _ Truss ID: A2 4 Drw : BFG X -IOC REP= SIZE RIIZ'D TC 2x4 rM #1 & Btr. Pl=him %pec AMI'Am - 1995 MIdS truss is dMignad using the 1 0- 1-12 962 3.50 1.50 BC 2x4 rFL #1 & Btr. THLS IFSI(37 LR THE Ca4PCSrM Ram= cF LBC -97 Com; 2 21-10- 4 962 3.50" 1.50" li'm 2x4 rFL Sly M:7LTLPLE LOAD G%S S, Bldg Ert losed Yes, -Ehd Zxte -No PLATE VALIE•S PER ICED REEARQf RE CRR #1607. BFARIK' RDZrM 7I5 shoat axe based CNL1f Fiazia�te/Ooaa: Line = No f� Cate B TC FCPC8 AXL END CSI Loaded for 10 PSF rrn-caxan:r BOL. on the truss tratexial at eadi hearing. Bldg 80.00£-, o Fiidth = 4a.00ft, -2 -18892-3 -1672 .02 .20 .22 PLATIIS BT�� tN C3�1 LLNEit VAUM. Classificati� = 4, g Load = 21.0 psf ght = ft, BIt, MPH = 75 3-4 -1672 .02 .20 .22 4-5 -1889 .04 .19 .23 BC M E AXL BM CSI 6-7 1758 .23 .13 .36 7-8 1174 .10 .19 .29 8-9 1174 .10 .19 .29 9-10 1758 .23 .13 .36 WEB Pmm GSI WEB Fa;KE GSI 2-7 -318 .05 3-9 529 .22 3-7 529 .22 4-9 -318 .05 MX TFFT=CN (qoan) ' L/999 IN MEM 7-8 (LIVE) L= -.07" D= -.09" '1- -.161- Joint: .16"Joint: Iocatirns = 1 0- 0- 0 6 0- 0- 0 2 5-10-14 7 7- 7- 4 3 11- 0- 0 8 12- 0- 0 5-10-14 5-1-2 5-1-2 5-10-14 4 16- 1- 2 9 14- 4-12 -� 1 --t 5 22- 0- 0 10 22- 0- 0 5-10-14 11-0-0 16-1-2 22-0-0 11-0-0 1 11-0-0 t 1 2 3 4 5 r T 5-6 I 2.5-4 2.5-4 jkOF ESS101 3-11-15 4-7-11 4-4 QFQ P M E ✓R!F TIO -3-1515 4-4 7-(1-3 1 SHIP \� y�. SS- 2.5-4 S = 3-4 2.5-4 � m cc No 045982 X p �G � E p. 21/31/0212-0-0 22-0-0 t~2-0-0� STS CNIL P��P /F OF CAOFO �- •gE 6 7 8 9 10 W s� 7-77-7 4 6-9-8 7-77-7-4� 7-7-4 14-4-12 22-0-0 � 1/15/2001 r L ? Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scales 3/16" - 1' J "H"(16 gas), positioned per Joint Report. Circled plates and false WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 44.0 WT: 77 # WO: SBNELSON 4F This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Cbtk: Custcabar Nanroe: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG verified by the component manufacturer and/or build'ung designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr: #LC - 10 DA design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFacs L-1.25 P=1.15 ®LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.0 psf Rep Mbr Bad 1.15 TRUSwAL will cause the moisture content of the wood to exceed 19% and/or cause connector pLue corrosion. Fabricate, handle, installand brace this truss n 'JOINT 'ANSI/TPI BC Live . 0 psf O.C.Spaaing 2- 0- 0 ark DMS 4445 Northpark Dr., Colo Springs. CO tS0yJ7 accordance with the follow' standards: DETAILS', b Truswal, 1', 'WTCA 1' - Wood Truss Council of America Standard Design '(� y 18 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91), and 'HIB -91 BC Dead 10.0 psf Design Spec LJBC-97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 1/360 TC: 1/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 11 I 1 19th Street, NW, Ste R00, Washington, DC 20036. TOTAL 37.0 psf ob Name: SHNELSON YARNIIVG Read all notes on this street and give a copy of it to the Erecting Contractor. Truss ID: J810 2 Dnw—go-0001015046-004 EM X -IOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. Plat' zMI/TPI - 1995 UPL2FT REACMCN(S) • 1 0- 1-12 410 3.50" 1-50" AC 2x4 rFL #1 & Btr. M -US I RIFT t -56# - 2 8- 0-12 466 1.50 1.50 PLATE VAUES PER ICBJ F5 -I F� #1607. lv=PLE MAD 00ES t 3 3 9- 9-15 2 3.50" 1.50" Lncatim of int�^ictr bearings should be BQai2B� F'.q�7II�IiIS shoHn are based CNLY 'This �1� 4 7-10- 4 90 3.50" 1.50" clearly harked m each truss. m the truss material at a� bearing. MC -97 �� will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSI/TPI BC Live 0 pef PIA= BAS CN GEEK LUEER VA=. Interior Bitot or teupmrary sh=ing must. B1d3 EYrlosed = Yes, Rid Zcne = No ITC FCPM AXL BND CSI be in place bef�e erecting this truss. HnTicane/C�¢s Line - No , E� Categmv B Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Instintte (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Bldg 80.00ft, Bldg Vh(ah = 4a.00ft, 2-0 -70 .00 .49 .49 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 pef Mem roof heir = 21.34ft, MPH = 75 0-0 -2 .00 .00 .00 Claseificatim = 4, Dead Load = 21.0 psf BC Pi2a.E AXL BM CSI 3-4 96 .00 .30 .30 4-0 0 .00 .00 .00 MAX rEFI=CN (span) W951 IN MFM 3-4 (LIVE) L= -.09" D= -.12" T-6 -.22" = Joint Lccatims = 1 0- 0- 0 3 0- 0- 0 2 8-0-0 4 8-0-0 AN 3-7-13 IO -3-15 8-0-0 8-0-0 1 2 �.� 2-11-15 4-3-9 SH P 3 4 8-0-0-1 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) 810-0 OVER -4 SUPPORTS "H"(16 ga.); positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. POF ESSIpNq MESsif, 1n�Sc382 � �. 12/31/02 titV1`'- 1/15/2001 Scales 13/32" = 1' YARNIIVG Read all notes on this street and give a copy of it to the Erecting Contractor. TBF: 14.7 WT: 24 # WO: SEDMI ZON This design is for an uidividual building component not truss system. It has been based on specifications provided by the component manufacturer and done C hk: Cust�uer Nave: i m accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L LI SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr: #LC , e 9 DA design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pef DurPaee L-1.25 P-1.15 ® LLC braced by the roof or floor she %thing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11:0 pef Rep Mbr Bnd 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSI/TPI BC Live 0 pef O. C.Spaoiag 2- 0- 0 4445 Northpark Drr... Colo Springs. CO 80907 accordance with the followi standards: DETAILS', by Truswal, 1', 'WTCA 1' - Wood Truss Council of America Standard Design .g Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.0 pef Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Instintte (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl' Ratio: I4/360 TC: 74/480 TpS. 0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 pef CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: NELSON Run: 451 25 -Jan -01 Project Address: WALNUT TREE LN NELSON CHICO Building Title: NELSON Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date - Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: 1976 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 320 deg (North) Glazing Area, % of Floor Area: 18.7% Average Fenestration U-Value:0.47 Average Fenestration SHGC: 0.73 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor i BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Ass e ly Type R -value R -value R -value U- alue Location/Comments --------------- Door -------- 0 ---------------- -- 3.03 -------- 0.330 ----------------------- Unconditioned Wall 19 0 15.38 0.065 Outside / CHIMNEY Wall 19 0 15.38 0.065 Outside / 1ST LVL Wall 19 0 15.38 0.065 Outside / 2ND LVL Wall 19 0 15.38 0.065 Outside / DORM#1 Wall 19 0 15.38 0.065 Outside / DORM#2 Wall 19. 0 15.38 0.065 Outside / DORM#3 Wall 19 0 15.38 0.065 Unconditioned / GARAGE Wall 19 0 15.38 0.065 Outside / KIT Wall 19 0 15.38 0.065 Outside / MASTER Wall 19 0 15.38 0.065 Outside / MAST -BATH Wall 19 0 15.38 0.065 Outside / DORM'S Wall 19 0 15.38 0.065 Outside / LOWER Wall 19 0 15.38 0.065 Outside / WALKIN Wall 19 0 15.38 0.065 Outside / UPPER Wall 19 0 15.38 0.065 Outside / CHIMNEY Wall 19 0 15.38 0.065 Outside / DINING Wall 19 0 15.38 0.065 Outside / CHIMNEY Wall 19 0 15.38 0.065 Outside / GRT RM Wall 19 0 15.38 0.065 Outside / 2ND LVL Wall 19 0 15.38 .0.065 Outside / DORMR'S Ceiling 30 0 32.26 0.031 Attic /6 �� !% y Floor 19 0 27.03 0.037 Crawl space '110 -UNG DEPA igrrvi ', APPROVE .10 J. CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: NELSON Run: 451 25 -Jan -01 FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti ------------------- Non-Slab ------------ 946 -------------- Yes ------------------------- Crawlspace / . FENESTRATION THERMAL MASS Area Type Exposed? (ft2) ----------------- ----- None Interior Exterior Area U- Shading Orientation ---------- Standard (ft2) value Panes ----------------- Window North ----- 118.1 ----- 0.470 ----- 2 Window North 20.1 0.470 2 Window West 28.0 0.470 2 Window South 104.0 0.470 2 Window South 40.2 0.470 2 Window East 18.1 0.470 2 Window East 16.0 0.470 2 Window East 24.0 0.470 2 THERMAL MASS Area Type Exposed? (ft2) ----------------- ----- None Interior Exterior Overhang Shading Shading and Fins ---------- Standard ---------- BugScrn -------- None Standard BugScrn None Standard BugScrn None Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn None Thick (in) Location/Comments ----- ---------------------------------------- HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type H.trs Factor (gal) ------------ -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood sto e System Name fraction type boiler? boiler nE WUW ------------------------- Standard—Gas -- No � y 0, NG DEPART EN i CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: NELSON Run: 451 25 -Jan -01 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 760 -- 36.00 -- -- -- HYDRON.IC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- 1. EPA/DOE ENERGY STAR. UPGRADE DUCT/REGISTAR CONNECTION. 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. JU ITE COUNT DEPS pTrA� A VELD CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: NELSON Run: 451 25 -Jan -01 DESIGNER OR OWNER SCOTT JACKSON E.D. 24-C HANOVER LN 894-6690 Certification #: 44 -.,;Pr . Z 0' Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT 389 ste. A Connors Ct. Chico Cal. 530-894-5590 Signed Date WME °a DEPART&,1' #APPROVEFM COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: NELSON Run: 451 25 -Jan -01 Project Address: WALNUT TREE LN NELSON CHICO Building Title: NELSON Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 17.11 Space Cooling 13.99 Water Heating 13.14 Total 18.1 44.23 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 1976 15804 OPAQUE SURFACES Surface Area U - Type (ft2) value Zone = HOUSE ---- ----- Door 18.1 0.330 Wall 20.0 0.065 Wall 203.8 0.065 Wall 150.0 0.065 Wall 25.0 0.065 Proposed Design --------------- 14.92 12.75 13.01 -------- Complies 40.68 Yes 1976 ft2 8'0" ft -in SFD Single Family Detached 320 deg (North) 18.70 0.47 0.74 1.00 2 Raised floor 1 15804 ft3 946 ft2 Type ------------- Conditioned Thermostat Type ------------ CEC_Standard Insl Total Tru Slr Construction Vent. Height (ft) 8'0" w Q 0 Rval Rval Azm Tlt Gns Type Lo 'o-n/Comments ---- ----- --- --- --- ------------ -----f _ IRMp�.." 0 3 230 90 No 2868MTL Unco�... 19 15 320 90 Yes W19.2x6.16.' CHIMNEY`' 19 15 320 90 Yes W19.2x6.16 / 19 15 320 90 Yes W19.2x6.16 "�L Outside N -.yL 19 15 320 90 Yes W19.2x6.16 Outside / DORM#1 COMPUTER METHOD SUMMARY Page 2 C -2R Project -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Title: NELSON Run: 451 25 -Jan -01 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Glazing Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------ --- Wall 36.0 0.065 19 15 320 90 Yes W19.2x6.16 Wall 25.0 0.065 19 15 320 90 Yes W19.2x6.16 Wall 173.9 0.065 19 15 230 90 No W19.2x6.16 Wall 24.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 168.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 20.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 48.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 195.8 0.065 19 115 140 90 Yes W19.2x6.16 Wall 56.0 0.065 19 15 140 90 Yes W19.2x6.16 Wall 212.0 0.065 19 15 140 90 Yes W19.2x6.16 Wall 20.0 0.065 19 15 140 90 Yes W19.2x6.16 Wall 83.9 0.065 19 15 50 90 Yes W19.2x6.16 Wall 46.0 0.065 19 15 50 90 Yes W19.2x6.16 Wall 47.0 0.065 19 15 50 90 Yes W19.2x6.16 Wall 184.0 0.065 19 15 50 90 Yes W19.2x6.16 Wall 48.0 0.065 19 15 50 90 Yes W19.2x6.16 Ceiling 1030.0 0.031 30 32 -- 0 Yes R30.2x4.24 Floor 946.0 0.037 19 27 -- 180 No FC19.2x8.16 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Fenestration Name -------------- Zone = HOUSE FRTG1 FRTG2 FRTG3 FRTG4 FRTG5 FRTG6 FRTG7 FRTG8 FRTG9 RGTG1 RGTG2 rtg3 BACKGI BACKG2 BACKG3 Location/Comments Outside / DORM#2 Outside / DORM#3 Unconditioned / GARA Outside / KIT Outside / MASTER Outside / MAST -BATH Outside / DORM'S Outside / LOWER Outside / WALKIN Outside / UPPER Outside / CHIMNEY Outside / DINING Outside / CHIMNEY Outside / GRT RM Outside / 2ND LVL Outside / DORMR'S Attic / BLOWN IN Crawlspace / . Insul Depth (in) Location/Comments ------ ---------------------------------- Glazing Area Tru Open Frame Charactr Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name Comments ------------ ---------------- Wind 116.0 320 90 Slider Vinyl CLR-DBL.V Wind x16.0 320 90 Slider Vinyl CLR-DBL.V Wind Q10.0 320 90 Fixed Vinyl CLR-DBL.V TEMPERED Wind 010.0 320 90 Fixed Vinyl CLR-DBL.V TEMPERED Wind ,20.1 320 90 Hinged Wood CLR-DBL.V TEMPERED Wind *16.0 320 90 Slider Vinyl CLR-DBL.V Wind 1,15.0 320 90 Slider Vinyl CLR-DBL.V Wind 920.0 320 90 Slider Vinyl CLR-DBL.V Wind 015.0 320 90 Slider Vinyl w> CLR-DBL.V ,��:� C0LJW*- Wind ®230 90 Slider Vinyl CLR-DBL.V Wind •12.0 230 90 Slider Vinyl CLR-DB^PIX1,WWAFE�Y�� ref" '�'� ����v�y.� Wind 8.0 230 90 Slider Vinyl CLR-DBL.V SAFETY Wind °20.0 140 90 Slider Vinyl CLR-DBL."$, Wind 020.0 140 90 Slider Vinyl CLR-DBL V r.,,, Wind ©40.2 140 90 Slider Wood CLR-DBL.V SAFTEY GLZG COMPUTER METHOD SUMMARY Page 3 C12R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- NELSON Run: 451 25-Jan-01 FENESTRATION SURFACES continued FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None Left Fin -------------------------- IExten Dist Fin Fin above to Depth Height glzng glzing ------ ------ ----- ------ Right Fin -------------------------- Exten Dist Fin Fin above to Depth Height glzng glzing ------ ------ ----- ------ I ----- P4;4. Q%lyri Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments -------------- BACKG4 ---- Wind ----- x20.0 --- 140 --- 90 ------- Slider -------- Vinyl ------------ CLR-DBL.V ----------------- SAFETY GLZG BACKG5 Wind x12.0 140 90 Slider Vinyl CLR-DBL.V SAFETY GLZG BACKG6 Wind e12.0 140 90 Slider Vinyl CLR-DBL.V SAFETY GLZG BACKG7 Wind *20.0 140 90 Slider Vinyl CLR-DBL.V LFTG1 Wind e18.1 50 90 Hinged Wood CLR-DBL.V LFTG2 Wind a16.0 50 90 Slider Vinyl CLR-DBL.V LFTG3 Wind *12.0 50 90 Slider Vinyl CLR-DBL.V LFTG4 Wind J2.0 50 90 Slider Vinyl CLR-DBL.V GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type, Int Exterior Ext Name ------------ Type --------- Panes ----- -value ----- SHGC See notes ---------------- Shade ------ Shade Type Shade ---------- ------ CLR-DBL.V Clear 2 0.470 0.770 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ BACKGI ------ 4'0" ------ 5'0" ------ 8'0" --------- --------- 4" --------- 1'6" 35'6" BACKG2 4'0" 5'0" 8'0" 4" 179" 199" BACKG3 6'8" 6'0" 8'0" 4" 23'6" 12'6" BACKG4 410" 5'0" 2'0" 4" 1'6" 30'0" BACKG5 4'0" 3'0" 2'0" 4" 810" 25'6" BACKG6 4'0" 3'0" 210" 4" 16'6" 170" BACKG7 4'0" 5'0" 2'0" 4" 24'0" 7'6" LFTG1 6'8" 2'8" 8'0" 4" 15'6" 4'10" LFTG2 4'0" 4'0" 810" 4" 73" 6'9" FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None Left Fin -------------------------- IExten Dist Fin Fin above to Depth Height glzng glzing ------ ------ ----- ------ Right Fin -------------------------- Exten Dist Fin Fin above to Depth Height glzng glzing ------ ------ ----- ------ I ----- P4;4. Q%lyri COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: NELSON "Run: 451 25 -Jan -01 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit12 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---= 1 ------ 0.53 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove" System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 760 -- 36.00 -- -- jurr MI* 4s OWE G. COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: NELSON Run: 451 25 -Jan -01 -------------------------------------------------------------------------------- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe, Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. EPA/DOE ENERGY STAR. UPGRADE DUCT/REGISTAR CONNECTION. 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. I -------------------------------------------------------------------------------- DEPARAS 4:.. MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1. Document Author : Evergreen Development 530-894-5590. Climate Zone 11 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more,stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. fill insulation manufacturer's labeled R -Value. 150(b) Loose *150(c): Minimum R-13 wall insulation in wood framed walls or apply equivalent U -value in metal frame walls (does not to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. _fes 150(i): Slab edge insulation - water absorption rate no greater no than 2.0 than 0.3%, water vapor transmission rate greater ✓ perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. Products, Exterior Doors and Infiltration/ 116-17: Fenestration exfiltration controls windows between conditioned and unconditioned 1. Doors and spaces designed to limit air leakage. (except field fabricated) have 2. Fenestration products label with certified U -value, certified solar heat gain coefficient, and infiltration certification. all joints 3. Exterior doors and windows weatherstripped; and caulked and sealed. 16 ✓ penetrations 150(8): Vapor barriers mandatory in -Climate Zones 14 and - only. 150(f): Special infiltration barrier installed to comply with AA Sec. 151 meets Commission quality standards. of Fireplaces, Decorative Gas Appliances 150(e): Installation and Gas Logs 1. Masonry and factory-built"fireplaces have: a. Closeable metal or glass door intake with damper and control b. Outside air c. Flue damper and control 2. No continuous burning gas pilots allowed. Iva . y to ,4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR Page 2 Document Author : Evergreen Development 530-894-5590. Climate Zone I I 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 of 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 systems, 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. S. 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 constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within 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 and other applicable specified tests for longevity given in Sec. 150(m). 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 78o 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. 04 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). wmg AP w1 MANDATORY MEASURES CHECKLIST- RESIDENTIAL M:F-lR Page 3 Document Author : Evergreen Development 530-894-5590. Climate Zone I l LIGHTING MEASURES 150(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 either have 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 . ✓ N qwvING Appn6v;t d j n t VerticalTechnology Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Scott Jackson/Evergreen Development Project: Nelson Residence Location: Walnut Tree Lane, Durham CA D yu y�� SOTTF. coum t I N o { ,DNG DEPART1ir=i � P 0 V P Attention: This engineer is not responsible for on site inspection to as ur compliance with the standards, sizes, materials, or workmanship specified herein. This engineer s of responsible for any structural element or system not specifically noted in this set of specificati s unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. VerTech Engineering Project: Page: Engineer: 6na_ Date:_W 10u Structural Notes 1. General a) All work shall conform to the 1997 UBC and all applicable local codes. b) The Engineer (VerTech Engineering) is responsible for the structural items in the plans only. Should any changes be made from the design as specified in these calculations without the written approval from the Engineer, then the Engineer will assume no responsibility for any element or system of the structure. c) The drawings and calculations represent the finished structure, and, unless specifically noted otherwise, do not show the method of construction. The contractor is responsible for the method of construction, and shall provide all measures necessary to protect the public, construction workers, and the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc... d) If a particular feature of construction is not fully shown on the drawings or in the calculations, then it shall be constructed in the same character as similar conditions that are shown on the design documents. e) Any conditions noted as existing must be field verified by the contractor, and any discrepancies must be brought to the attention of the engineer without proceeding with construction• prior to the review of the Engineer. fl All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner. '. 2. Site Work a) Assumed maximum soil bearing = 1000 psf per UBC'Table 18 -I -A: b) Building site is assumed to be drained and free of clay or expansive soil. Engineer has not made a geotechnical review of site, any other conditions encountered must be brought to the attention of the Engineer. c) These calculations assume stable, undisturbed soils and level or stepped footings. Any other conditions should be brought to the attention of the Engineer prior to the construction of the foundations. d) All footings including retaining wall footings, spread footings, wall footings, and grade beams shall bear on undisturbed soil with a footing depth below frostline. (12" to 24" as per local requirements) e) Bottom of all foundation trenches shall be clean and level. f) All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet horizontal. g) This engineer has not -made a geotechnical review of the building site and is not responsible for general site stability or soil suitability. h) Foundations shall not be scaled from plan or detail drawings. 3. Fill and Backfill a) Fill material shall be free from debris, vegetation, and other foreign substances. b) Backfill at foundation walls shall be compacted to 90% relative density u.n.o. c) Use 4" diameter performed pipe sub -drain behind all retaining walls. Slope pipe to drain to daylight. r VerTech Engineering .Z Project: (V Page: Engineer: /%., d 4 Date:bu 4. Concrete a) Concrete shall have a minimum 28 day strength of 2,500 psi u.n.o. b) Concrete shall contain 5 sacks of cement per cubic yard with slump between 3"-5". c) All cement used shall conform to ASTM C-150 and shall be Type I1 or Type III low alkali. d) Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45% by weight. e) Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and UBC appendix, chapter 19. f) Concrete shall be air entrained a minimum of 5% and a maximum of 7%. g) Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% relative compaction. 4" slabs on grade shall be reinforced with #3 bars at 15" on center each way at centerline of slab. h) Saw -cut top 3/4" of slab for crack control at intervals not to exceed 20'. i) Waterproofing of foundations, retaining walls, and slab on grade is the responsibility of the contractor or owner. j) Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposure: #5 bars and smaller 1 ''/s" #6 bars and larger 2" Concrete without soil or weather exposure: 3/4' k) Reinforcement shall be grade 60 per ASTM A615 u.n.o. Lap reinforcing 40 bar diameters u.n.o. 1) #5 and larger rebar shall not be re-bent. m) All reinforcing steel and anchor bolts shall be accurately located and adequately secured in position before and during concrete placement. 5. Masonry a) Cement masonry units shall conform to UBC standard 21-4, grade N, Type I, and shall be single or double open end bond beam units. b) f m min shall be 1,500 psi with compliance verified as required per UBC section 2105.3. c) Each cell shall be completely filled with grout conforming to ASTM C279 Type S with a minimum strength of 2,000 psi. d) Lap reinforcing the greater of 60 bar diameters or 2'-0". e) Locate anchor bolts within 2" of the center of a cell. f) A-11 water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner. 6. Framing/Lumber a) Unless noted otherwise, roof sheathing shall be CDX APA rated sheathing. Thickness shall be per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d nails at 6" edge and 12" field. Edge nailing shall apply at all panel edges, over blocking, walls, and drag members. b) Floor sheathing shall be T&G APA rated sheathing. Thickness shall be per APA load tables based upon floor live load and fi•aming spacing. Glue and nail with 8d nails at 6" edge, 10" field, u.n.o. c) Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be in conformance to accepted practice for such connections. d) Where hold downs are required at foundation level of a multi level wall, studs anchored by hold down shall be strapped with Simpson MSTC40 to studs above at any level split U.N.O. VerTech Engineering Project: NL,L Page: Engineer: & W Date: e) All blocking over shear walls shall be attached to shear wall with Simpson A35 clips at 48" o.c. U.N.O' f) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303(T-1-11). Alternate sheathing may be substituted for floors, roofs, or walls provided they are structurally equivalent. g) Minimum nailing requirements shall be per 1997 UBC Table 23 -II -B-1. h) Continuous blocking shall be provided over all bearing walls, shear walls, and mid -span of floor joists and roof framing u.n.o. Where manufactured "I" joists are specified, blocking requirements listed herein are to be considered minimums and may be increased as per manufacturers recommendations. i) Unless specifically noted on plans or in calculations, headers shall be 6X10 or 4X12 DF -L (N) #2. Where opening is greater than 5'-0", (2) trimmers shall be used. j) Manufactured "I" joists (such as Truss Joists)shall be installed per the manufactures recommendations using a deflection limit of L/480. Use a manufactured rim board (such as timber strand) with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). k) Sawn floor joists and roof rafters shall be sized per 1997 UBC Tables 23 -IV -J and 23 -IV -R respectively. 1) Provide double floor joists under partition walls running parallel to joist span and under all locations where tubs may be located. Adequate support for all other equipment or furnishings including but not limited to: hot-water heater, stove, refrigerator, oven, fire place enclosures, wood burning stove, etc... shall be provided by contractor or owner. m) Sill plates shall be pressure treated Douglas Fir or Hem Fir with 5/8" diameter anchor bolts located at 6'-0" o.c. u.n.o. and V-0"' maximum from end. n) Where anchor bolts have been incorrectly placed, use Hilti Qwik-Bolt of same diameter with 6" embedment in concrete. Install per manufacturers recommendations. o) Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. p) Top plate splices of stud walls shall be 48" long with (12) 16d sinkers each side of each splice u.n.o. Adjacent walls and beams shall be strapped to top plate with Simpson ST22 u.n.o. q) Fire block stud walls at mid -height or more as required by good construction practice. r) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case of snow build-up against a stud wall, the owner shall be responsible to eliminate snow.to stud wall contact.. s) All posts shall be DF-L(N) #1 u.n.o. t) Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. u) Where posts with column caps or bearing plates are specified, the load is to be transferred to the foundation by vertical grain only, u.n.o. v) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 6" o.c. u.n.o. w) All framing lumber shall be Douglas Fir Larch, u.n.o. x) Glue -lams shall be 24F -V4 u.n.o. with Fb = 2400 psi and Fv'= 190 psi minimum. Glue -lams exposed to weather must be rated for exterior use by the manufacturer. Glued laminated fabricaton shall be performed in an approved fabricators shop in accordance with UBC 1701.7 and UBC 2304.4.3. Beam inspection certificates shall be submitted to the field inspector prior to completion of frame inspection in accordance with UBC 1704.6.2 y) Micro -lams (laminated veneer lumber) shall have Fb = 2800 psi & Fv = 285 psi min. z) Splice all beams over supports or saw -cut top 1/3 at support U.N.O. (NOT at cantilevers) aa) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor level continuous down to the foundation. ab) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. ac) All framing members specified in these calculations are minimums, larger members may be substituted at contractors option. _� VerTech Engineering L Project: C Page: Engineer:._ Date: Ov ad) When using "green"or un-seasoned lumber, care shall be taken to allow for effects of shrinkage which could cause settlement of roof and or floors and could lead to failure of associated framing members. The contractor shall take all measures necessary to protect framing from the effects of shrinkage. Any system used to alleviate the effects of shrinkage shall be reviewed by this engineer prior to use. This engineer shall not be responsible for damage to framing members due to the effects of shrinkage. 7. Hardware/ Structural Steel a) Holes for through bolts shall be drilled 1/16" oversize. b) All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against wood. c) Bolts and lag screws shall be ASTM A-307 u.n.o. and provided new and without excessive rust. d) All bolts and lag screws shall be tightened upon installation and re -tightened before closing in or at completion of job. e) Lag screws shall be screwed, not driven, into place. f) All hardware called shall be Simpson Strong Tie Co., installed as per manufacturer's recommendations. g) Structural steel shall conform to ASTM A36. Pipe members shall conform to ASTM A501. h) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local authority. i) All welding electrodes shall be E70XX or shielded wires with Fy>70ksi j) Provide 2X2X3/16" plate washers on all foundation anchor bolts. 9. Design Loads a) All design loads are per UBC chapter 16, divisions I, II; III, and IV u.n.o. b) Roof -Live Load/Snow Load: 20 psf reducible c) Seismic Zone: 3 d) Wind speed: 75 mph Exp B PROJECT i�Ir�Ll�r _ Michael HUble DATE ENGINEER_ �/� _ CIVIL ENGINEER PAGE S7 DESIGN OF Rcz�F PL % tw6t2 (J 2w F LNC MTSL . 2 iZcF LLvi—::--. t_014Q 20 zF-ojc-r-.o o 16 Ps r- %Loo IL L X10 �s� Is t-:-.11 IZ o01= u 3 x 26 = 11,Z0 1. x ►S �'SE' 20 ► 6 �� . i b 2FLw?- - x2. + 25A 22 /4'60 It-yx IQ NSt' = I 1600 ib 2\11D. r -awl?- wj,+LL.s (u3x2G)Cl)C�t,o)(15)�s� + iu6o (s��sF) = 25"i �� 1997 UBC Static Seismic Forces VerTech Engineering Project: Nelson Residence Date: 11/9/00 Comments: Units: Kips & Feet (UNO) Zone = 3 0.0396 0.1636 Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table '16-R hn = 23 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS 7 0 9th 0 P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)' r= max element/story shear ratio Max TB = 1.4*TA 1<p<1.5 <1.25 for SMRF 0 =1 Zone 0,1,2 VEQ = (Cv*I*W)/(R*T) Ab= ground floor area of structure I Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH 5 T = 0.210 0.217 EQ: Cvl/RT = 0.4674 0.4525 V/W: VEQ = 32.7 32 V: Ft = 0.00 MIN V MAX V 11,113h .11 *Ca*I 2.5*Ca*I/R 11.5 0.0396 0.1636 2.8 11.5 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ 7, VEQ MOT Diaphragm ROOF 13 23 29.5 679 7.2 7 94 7 10th 0 10 0 0 0.0 7 94 0 9th 0 10 0 0 0.0 7 94 0 8th 0 1(I 0 0 0.0 7 94 0 7th 0 10 0 0 0.0 7 94 0 6th 0 10 0 0 0.0 7 94 0 5th 0 10 0 0 0.0 7 94 0 4th 0 10 0 0 0.0 7 94 0 3rd 0 1U 0 0 0.0 7 94 0 2nd 10 10 40.5 405 4.3 1 12 1 209 7 1 st 0 0. 1 0 0 0.0 1 12 1 209 0 /U 1 Ut$4 1997 UBC Wind Loads VerTech Engineering Project: Nelson Date: 11/9/00 Comments: Wind Speed: 75 mph Exposure: B ❑ One Story or Partially Enclosed Multi -StoryStructure Primary Frame Method A Windward Wall ......................................................................................................... Leeward Wall ........................................................................................................ Roof Leeward or Flat Roof Windward Roof Importance: Elevation Elevation Elevation 15 20 25 7.2 7.8 8.3 .............................................................................................. -4.5 ................................................................................................. -4.8 -5.2 -6.3 ................................................................................................. -6.8 -7.3 S!o .e...<2: 1 ........................ ......................................................................................................................................................... -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 3.1 ............................................................................................................................................................................................................. 9:12 to 12:12 3.6 3.9 4.2 ............................................................................................................................................................................................................. >12:12 6.3 6.8 7.3 ............................................................................................................................................................................................................. Wind Parallel to Ridae -6.3 -6.8 -7.3 ................................................................................................................. Method B On Vertical Projected Area Structure <= 40' High ............................................................ Structure >40' High On Horizontal Projected Area Elements and Components not in areas of discontinuity Wall Elements 11.7 12.6 13.5 ....................................................................................... 12.6 13.6 14.6 ........................................................................................ -6.3 ....................................................................................... -6.8 -7.3 All structures 10.8 11.6 12.5 ............................................................................................................................................................................................................. Enclosed and Unenclosed Structures -1 0.8 -11.6 -12.5 ........................................................................................................................................................................................................ Partially Enclosed ......................................................................................................................................................... -14.3 -15.5 -16.7 Parapet Walls..........................................................................-11:7 11.7 ........................................................................................ -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope.<7:1.2...................:. ..............................................................................................................................1........................... -11.7 -12.6 -13.5 712 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 ............................................................................................................................................................................................................. Partially Enclosed Slope <2:12 .................................................................................................................................................................... -15:2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 ............................................................................................................................................................................................................. >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 ................................................................................................................................................................................................... Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 ............................................................................................................................................................................................................. Roof Eaves, rakes or ridges without overhangs SIoP..e..<.:1........................................................................................-20;6 ........................... -22... 2................................................ -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 ............................................................................................................................................................................................................. >7:12to 1 14.3 -15.5 -16.7 ........... .................2.1..2.................................. Slope <2:12 at overhangs: canopies -25.1 ................... ..................................................................:............. -27.1 ........... -29.2 PROJECT _ LSoa Michael Hubley ENGINEER_ API. CIVIL ENGINEER DESIGN OF 2" FLCOIZ DATE PAGE PROJECT ENGINEER DESIGN OF 1 sr i= Lbo iZ Michael Hubley CIVIL ENGINEER L'J DATE 1 I h /Oo PAGE PROJECT _►��=�-�N _ Michael Hubley DATE ►I 1/av ENGINEER _--&-- CIVIL ENGINEER PAGE Q DESIGN OF r U FQ . Tr2,AnrS yr IZ i= =>1,q /6 IF r= T2s i 510Iz y t4' % , 4 = 5, ,51.2 l6 /r -T s, � Sr s7ofz'l 300 / 2-4' = Zo (IJ LN L� SON G�rvr��,,�rf L 2.���� 14 2 r 2Nf) Si01Z.y - LL N E. irL U3 3; D S k 2.4 `` 2 (S �- F,L1Z,$r . ST7O12y ' 3512.= 17,s 1,8 I�.st �3 Ilti P,f?F f- Ig/26(3,US)= 3.-S -k- J !' 3 1/y I' 4- 266'')5) 0 13' C + 2, 6 q, 2. k- 62> 0 �rw• . s i. VerTech Engineering Project: _ /�(, C\ ' Page: X Engineer: A%L4 Date: 7 Design of: Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral • Wall Attachment Attachment 1/2" Dia. Sill A35 Clip Load Length Length Length Load/ft Edge Nail Sill Plate A.B. Spac Nailing Spacing Wall( lbs) m ll Im fltm in size fm in fm A, R ..................... 2600.....................25'....................43........................ 43.............. 104 ....................................................................................................................................................................... 60 2X 6.0 36 7.4 .A�2.....................4200.....................31.....................�.9:5...................50:5...................?...9.......................6.......................2X....................6:�...................2fi.................6:4........ B,R ........................................................................................................................................................................................................................................................................................................................................... 2600 25.5 43 43 102 6 2X 6.0 36 7.4 B.� .....................4200..................31.:5.................6...:5................... �.5:5....................�...6.......................6.......................2X....................6.:0...................29.................6:6........ . R......................3050.....................14....................26:5...................26:5....................218......................6.......................�.....................6:9......................9.................3:9........ 1,2 ........................................................................................................................................................................................................................................................................................................................................... 5050 14 26.5 18.5 579 4/2 3X 3.5 8 2.4 , 3050.....................19....................26:5.......:........... 26:5.............:......161.....................,. 6......................_2X................... 6.0 ............2,.R..................... ....................1.9................_3:9........ 1.8,2 3500 11 11 11 595 4/2 3X 3.0 7 1.4 3,2 1500 6 22 6 833 2/2 3X 3.8 9 6.6 0 �rw• . s i. r�,mvrA (3 C\ ' X s � ; 7 VerTech Engineering Project: Engineer: Page: Date: �.a,�,. _ Design of : Shear Walls Stability Overturning Overall Gravity OT OT Righting Net Segment Segment OT RightingNet Length Load Height Moment Moment M/D Len th Height MMT MMT M/D Wall Ib/ft (ft lb) (ft IN Ib (ft) it LIm ft -Ib Ib YO A,R 43 315 12 31200 291217.5 -5370 4 12 4992 2520 681 Pt '`v .................................................................................................................................................................................................................................................................................... ...:................1.1.................500................17...............25335...........30250............._172..................0.......................0.......................0......................0....................0........... ...1,0719:84........'354.................4.......................8..................3263............2520............249....... 'a .g.R.....................8..................315.................a............6729;41. 8.�.....................6..................500 ................................................................................................................... 17 12466.67 7562.5 1029 .5:5....................5..................5937............7563...........-158...... ...........6......................0......................0..................._0........... �. .1..R..................................280................12...............36600............9831.5..........-1958...............}.Il. 1.•2 ' ...................27................400................17...............85850..........140450.........-1530.............4:5....................8.................20110..........4050..........3659...... 2.R .280.... 12...... 36600.. ............................................... 9831.5.. -1958 .................. 0 ... ............................. 0........ .o.......................0 ................0........... ......... ........ .....27..... ... .... ....... ......1.1...... 1.50.... ............... ... .............................. 9........ 31500.. 9075.... .................................... 2121... ........L.�� 0........ ...... .......................0........ .0........ 3.2 3 100 9 13500...............450..............4365.. ............0........:....................................0......................0.,......... ........... .............. Beam sizer Design Program VerTech Engineering Project: Nelson Residence Date: 11/12/00 Location: Roof Main Ridge , M ❑ Valley Beam Slope of roof 7 :12 Select Beam Width 5.5 in ❑ Rourid`Membe� Dead Load 15 psf 16 psf-- DF -L (N) #1 + - Horiz. Member Live Load DL + LL Deflection CriteriaV174:ft 7 Fb' 1622 psi Length of Beam Fv' 106 psi Width tributary to beam: 9.3 in Unbraced Length 2 ft Height Required Co 1.25 CF 1.00 A Req'd 43 in^2 CM 1.00 Cv 1.00 S Req'd 79 in^3 Ct 1.00 Cfu 1.00 1 Req'd 335 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1-.00 Cc 1.00 CL 1.00 Fbe= 46300 le= 4.1 RB= 3.9 Fb`= 1625 Total Uniform Load 434 plf Mmax 10627 ft -Ib Vmax 3036 lb EI Req'd 536 *10^6 #-in^2 , M VisualAnalysis 3.11.c Report April 18, 2006 9:45 AM Project: File: Untitled.Vap Engineer: VerTech Engineering Default Units: Feet, Kips, Degrees, 'Fahrenheit, Seconds. Design Groups Name Elements LL Factor Parameters Unity Final Shape Design G 1 1.0000 Yes 0.7719 GL5.125x16. Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 Live Load 2 2 DL+LL NDS Wood Design Member Report Designed As: GL5.125x16.5 SIZE CONSTRAINTS: Depth is unconstrained. Width constrained to: (5.00 - 6.00) in BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Third Points Lateral at bottom (-y) = Unbraced Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. Span ratio deflection limited to L/300.00. WOOD PARAMETERS: Member Type = Softwood Glued Laminated Timber Species = Visually Graded Western Species Combination Symbol = 24F -V4 Beam Type = Simply Supported Temperature conditions: T : 100 F Cross Section = Rectangular Loading Pattern = Point load at center with lateral support Moisture conditions: Dry Weak buckling length coefficient = 1.00 Strong buckling length coefficient = 1.00 GL5.125xl6.5 INFORMATION: b = 5.12 in d = 16.50 in A = 84.56 in^2 Ix = 1918.51 in^4 Iy = 185.09 in^4 Sx = 232.55 in^3 Sy = 72.23 in^3 Extreme Checks Only Axial Check: Member Load Offset Ft/Fc Name Case # ft State ksi CD CM Check was not performed. 96:AN epi Ft'/Fc' ft/fc Unity Ct CP ksi ksi Check Flexure Check (Strong Bending): Fb' fb Unity Member Load Offset Fb Name Case # ft ksi CD CM Ct CL CV, Cf ksi ksi Check M1 1 8.58 2.40 1.00 1.00 1.00 0.99 >=CL 1.00 2.38 0.57 0.24 M1 2 9.67 2.40 1.00 1.00 1.00 0.99 >=CL 1.00 2.38 1.39 0.58 PI I� Shear Check (Strong Axis): Member Load Offset FV Fv' fv Unity Name Case # ft ksi CD CM Ct ksi ksi Check M1 1 0.00 0.19 1.00 1.00 1.00 0.19 0.02 0.12 M1 2 0.00 0.19 1.00 1.00 1.00 0.19 0.07 0.37 Deflection Check .(Strong Axis): Member 'Load Offset dy Limit Unity Name Case # ft in in Check M1 1 10.75 -0.25 0.86 0.29 M1 2 10.75 -0.66 0.86 0.77 Combined Stresses Check: Ft'/ ft/ fb/ Fb*/ Fb**/ Member Load Offset Fc' FcEl FcE2 fc Fbl' Fb2' FbE fbl Name Case # ft State ksi ksi ksi ksi ksi ksi ksi ksi Nothing measurable to check, or check was disabled. 'In deflection checks, load case Vs refer to serviceability cases. I� PROJECT �- - Michael Huble DATE JU "v ENGINEER_ %L�' _ _PAGE _' CIVIL ENGINEER DESIGN OF '71 10 0411, x /411 ' :nrinb,�+�� �!(�„" .wn ��K[�r t4FM � � �A. �.�y H. +� y� �i•1 . / �' � � �(Wj ,�i� �� �}� fir•- 11'"� �}' f�� �E "_ r r M `MV1D PROJECT ENGINEER_ _ DESIGN OF I Michael Hubley CIVIL ENGINEER DATE PAGE Clo Yd 1 fes' . a ,C 1 t•�.., �.,.: i;,� ;�:.' ... .'. - - \ /2AC3c > f 4 40 r qA 331, p 5/3 'y 13V VerTech Engineering Project: /y" Page: Engineer: Date: Desian of: Roof Framing Roof Loads DL= 15 psf LL= 16 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 16 psf T.C. Dead Load = 10 psf B.C. Dead Load = 5 psf Total Load = 31 psf . Rafters: Live Load 16 psf Dead Load = 15 psf Total Load 31 psf Typical Headers (uno) Use 6X10 DF#1, use, (2) trimmers min. at all openings larger than 4'-0". I Z. VerTech Engineering Page: Project:. (J'c:.�...,: Date: � Engineer: M.,4 Design of: Floor Framing Floor Loads DL= 10 psf LL= 40 psf Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Use manufactured "11" joists (such as Truss Joists), and install per manufacturers recommendations using L/480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. PROJECT ENGINEER _&t _. DESIGN OF Michael Hubley CIVIL ENGINEER DATE PAGE% VerTech Engineering Project: A-� Engineer: Design of: Foundations } r Page: Date: 1 b ;oil Bearing: 1000 psf ,oncrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 12" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = '1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Car) (plf) IR.einforcingq- 12 12 1000 (2) #4 cont. 15 12' 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Car). Connnector Label Size Thickness Ea Way Kies Simpson F1 1'-0" Sq. 12 (1) #4 1 RB F1.5 ' 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 T-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall tie at least 12" below finished grade or as per local requirements. 1 {1 h �e NORTHSTAR ENGINEERING ENGINEERS - PLANNERS - SURVEYORS TRANSMITTAL SHEET TO: FROM: MIKE VIERRA RICK RODRIGUEZ COMPANY: DATE: BUILDING DIVISION 11/14/00 ADDRESS: JOB NUMBER: 7 COUNTY CENTER DRIVE 6707 TRANSMITTING THE FOLLOWING: �OROVI LE PLAN & PROFILE PROJECT: 'PARCEL MAP FOR SAGE ❑ rORAPPROVAL❑ POR INF OXORCHECKING I (OR PROCESSING ❑ FOR YOUR FILES REGARDING SAID PARCEL MAP PLEASE REFER TO CONDITION OF APPROVAL #1 IN THE ATTACHED APPROVAL DOCUMENT DISCUSSING FUGITIVE DUST EMISSIONS. A DUST SUPPRESION PLAN HAS BEEN DEVELOPED AND IS SHOWN AND HIGHLIGHTED ON THE ENCLOSED PLAN & PROFILE SHEET. PLEASE REVIEW SAID PLAN AND IF YOU HAVE ANY QUESTIONS PLEASE CALL THIS OFFICE. IF ALL LOOKS OKAY THEN PLEASE SIGN -OFF OR FORWARD APPROVAL TO STU EDELL OR MIKE HORD AT LAND DEVELOPMENT. THANKS MIKE. RECEIVED NOV 1 4,1,000 BUTTE COUNTY BUILDING DIVISION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 TELEPHONE (530) 893-1600 FAX (530) 893-2113 Tentative Parcel Man for Mel Sage, TPM 00-08 APN 039-370-080, dividing a 9 -acre parcel into . three parcels of 2 acres each and one parcel of 3 acres. I. CONDITI.ONS ET APPROVALM 1ORST81 MI VII -114181 1. Measures shall be taken to control fugitive dust emissions from all road, driveway and other civil construction associated with residential development. Measures may include site and road watering and/or use of other acceptable soil palliatives. Questions regarding fugitive dust control may be directed to the Butte County Air Quality Management District at phone number (530) 891-2882. Prior to recordation of the Final Map, submit an improvement plan with respect to fugitive dust and air pollution to the Butte County Air Quality Management District for review and determination of approval. Said plan shall include measures to control fugitive dust emissions from all road, driveway and other civil construction associated with residential development, including the construction of dwelling units. Measures determined to be acceptable by the Air Quality Management District shall be implemented during all development activities on the site. A copy of the approved plan shall be submitted to the Public Works Department and the Department of Development Services, Building Division, prior to recordation of the Final Map. (Mitigation Measure) 2. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet which states: "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." (Mitigation Measure) 3. Place a note on a separate document which is to be recorded concurrently with the.map or on an additional map sheet which states: "Development impact fee for Sheriffs facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code, prior to issuance of building permits. -The fee amount will be determined and calculated as of the date �. of application for the building permit." (Mitigation Measure) 4. Place a note on a separate document which is to be recorded concurrently with the map or on . an additional map sheet stating: "A development impact fee for school facilities shall be paid prior to issuance of building permits. The fee amount will be determined and calculated as of the date of application for the building permits." 5. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. 0 Butte County Development Services 0 Agenda Report a Page 1 ■ V 6. In lieu of hydrant installation, payment may be made.into the California Water Company hydrant fund at a cost of $1.72 per lineal foot of street frontage. The estimated fee amount is $1,945.32. 7. Prior to, or concurrently with the recordation of the Parcel Map, provide a fully executed road maintenance agreement on the County approved form. 8. Provide street name signs per requirements of the.. Department of Public Works prior to recordation of the Parcel Map. Street, names shall be approved by the County Address Coordinator prior to the recordation of the Parcel Map. 9. Obtain an encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 10. Design and construct a cul-de-sac in Street A to County standards as specified in the County Improvement Standards. The cul-de-sac shall be placed on the Parcel Map. 11. All access rights shall be reserved by deed, per County Ordinance, and offered for dedication and depicted on the Parcel Map. 12. The developer shall provide all necessary traffic safety signs including stop signs. A note shall be placed on a separate document which is to be recorded concurrently with the map or on an additional map sheet of the Parcel Map stating: "No public entity shall be responsible for the maintenance of the stop sign. In accordance with Civil Code Section 845, maintenance of the road, including the stop sign shall be shared by those properties with a legal interest in the private right-of-way or easement." 13. Pay the recording fees then in effect for recording the Parcel Maps and related documents. 14. Deed to Butte County, in fee simple, 30 feet of right-of-way from the centerline of Stanley Avenue. The right-of-way shall be sufficient for the installation of standard No. S -5 -at all street intersections. 15. Provide two-way traversable access to each parcel from a County maintained road or from a state highway. Improve parcel frontage and access road to parcel being divided to County Standard RS -8 LD -III. Submit road and drainage plans to the Department of Public Works for plan checking and approval prior to construction. 16. Prior to the recordation of the Parcel Map, obtain an encroachment permit and construct a standard road approach, in accordance with County Improvement Standards. Adequate sight distance at the intersection of access road and Stanley. Avenue shall be provided. 17. Show on the additional map sheet of the Parcel Map a 50 -foot building setback from the centerline of all roads. E Butte County Development Services 0 Agenda Report 0 Page 2 ■ 18. Prior to the recordation of the Parcel Map a plan for a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall specify how drainage waters shall be detained on site and/or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. 19. Show all easements of record on the Parcel Map. 20. Prior to or concurrently with the recordation of the Parcel Map, pay in full any and all delinquent, current and estimated taxes and assessments as specified in Article 8, of Chapter, 4 of Division 2 of Title 7, of the California Government Code commencing with Section 66492. 21. Dedicate a one foot "no access strip" or relinquish abutters rights to Butte Qom, along the Stanley Avenue frontage of Parcels 1 and 2, except at approved access points. 22. Identify on the additional map sheet a 100 -foot leachfield and storm drainage trench free . setback from each existing well within 100 feet of the property boundaries. 23. Identify on the additional map sheet a 100 -foot leachfield setback from the highwater line of the creek on Parcels 3 and 4. 24. Prior to recordation of the Parcel Map provide a letter or other documentation from the California Water Service Company stating that they are willing and able to supply domestic water to Parcels 1, 2, 3, and 4. 25. Place a note on the additional map sheet that states "Development of Parcels 1, 2, 3, and 4 will require connection to a public water supply". II. NOTATION A. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public :Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall. require a formal application for amendment. 0 Butte County Development Services ■ Agenda Report 0 Page 3 0 1, • ••�MiTiTo APAJUVW&V -Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1.1992, For Wood Products - Structural Glued Laminated Timber 1 NER-4136 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing�tandarr-+ - �. Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subjeci.to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the.in-plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and giueline bond quality. k lb/mak. 0 R4" 2 -4 �. r SEAL � 63 l SH IN V_ q + r by -_� t t Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS'5 a reieleo Corpowlion of ARA — THE ENGINEERED WOOD ASSOCIATION 701 IS.. 19Th Sheet - P.O. 8 x 11700 • Tacoma. WA 98411-0700 Tnlephone: (253) 565-8800.• Far Number: (253) 565-7265 1� er ����� ech January 3, 2002 VerticalTechnology Engineer ng MPbL xbA,&#200,013�CA%' % PKCSo) RNP))8e9-11ae Dept of Development Services, Building Division 7 County Center Drive Oroville, CA 95965 To Whom it May Concern: I have reviewed the penetrations made to the stud wall at grid line A (as shown in the structural calculations). The studs with penetrations should have a 2x6 sistered to the cut studs as shown in the sketch below. If you have any further questions, please do not hesitate to contact me. Yeo. C 60387�� Exp. 6130/04 VerticalTechnology Engineering P.O. ft282, Chun, CA %9V,M Ph CO) 899$116 Fac (530) 889.1102 July 18, 2001 RE: Nelson Residence, Walnut Tree Lane, Chico CA To Whom it May Concern: The shear walls located at grid 1 (See page 9 of structural calculations) are acceptable provided the opening for the fire place is strapped similar to adjacent windows and the entire wall length is sheathed and nailed per schedule. The A35 clip specification in the shear wall schedule refers to the attachment of the . blocking between the roof diaphragm and the double top plate of the second .story wall or any other place the sheathing does not provide a continuous load path from the roof to the foundation. If you have any further questions or concerns, do not hesitate to contact me. Sincerely, ^ /� P.O. Box 1281 • Chico, CA 95927 AUTO & TRUCK GLASS • WINDOWS • SCREENS Calit. State Cont. Lic. #424495 STORE FRONTS • SHOWERS & MIRRORS • TABLE TOPS 'ow 4lcv�v 3y3- � 43y THREE LOCATIONS TO SERVE YOU — 744 CHERRY ST. 116 WALKER ST. 5999 FOSTER RD. CHICO, CA 95928 ORLAND, CA 95963 PARADISE, CA 95969 (530)343-7934 (530)865-9839 (530)877-9300 Fax (530) 343-0141 Fax (530) 865-5297 Fax (530) 877-5712 LOERKE INSULATIVN CO., INC. F.1 INSULATION CERTIFICATE �.o -'Su6�tis on er - DESCRIPTION OF INSTALLATION 1. ROOF Material ____-- Brand Name Thickness (inches) Thermal Resistance (RValue)__ 2, CEILING Batt or Blanket Type_FibgWiass Batts Brand Name Johns Manville Thickness (inches) 102 k + 6,54 G_- - Thermal Resistance (R -Value)_ (� 3� ► �? oZl K Loose Fill Type - Fiberglass Brand Name Johns Manville — -- - --- Contractods min. Installed weightiRt sq. Jb. Minimum Thickness —_— Inches. Manufacturer's Installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material -. EWA glass Etaft Brand Name Johns Mamrille Thickness (inches 4-- �? 02 S~ Thermal Resistance (R-Value)-_R_I.-3 _ _ ( q 4. RAISED FLOOR Material_ F_Itlerahms Batts Thickness (inches) 5. SLAB FLOOR 1 PERIMETER Material Thickness Perimeter Insulation Depth (inches) S. FOUNDATION WALL Material _ Thickness (Inches) - DECLARATION Brand Name Johns Manville Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R -Value) --,---- I h eby certiry that the above insulation was installed to the bulldin at the above location in conformance witsthe current Ener�ggyy E�fftaen 8 ards for repi¢entlal buildln sp(1'itceie 24,Part 6, California Code of Regulations) as indlc�ted on the%e to of oom i noe, whheerree pii ble C.1-0499150 oLOERKE INSULATION CO., INC. �_9nHa e r� Genera Contractor (Co. Name) Or Owner ---Rwwi- Signature, Date — ~ WM-7jj gnature Date �'In if iubcontrrac or o.ame �— Gener:W Contractor (Co. ame) Or Owner 169511158 u con or(Co. ame r GetrsreJ Contractor (Co.Name) Or owner ,...y. 4BVT.I'IIC:::IIK COMPLIANCE: Residential Page 1 CF -1R ----------------------------------------------------------------------------=--- Project Title: NELSON Run: 434 10 -Jan -01 Project Address: WALNUT TREE LN NELSON Building Title: Document Author: Telephone: CHICO NELSON SCOTT JACKSON 530-894-5590 Building Permit # Plan Check /-Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1976 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 320 deg (North) Glazing Area, % of Floor Area: 18.2% Average Fenestration U-Value:0.47 Type --------------- Average Fenestration SHGC: 0.73 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type --------------- R -value -------- R -value -------- R -value -------- U -value Location/Comments Door 0 -- 3.03 .-------- 0.330 ------------------=---- Unconditioned Wall 19 0 15.38 0.065 Outside / CHIMNEY Wall 19 0 15.38 0.065 Outside / 1ST LVL Wall 19 0 15.38 0.065 Outside / 2ND LVL Wall 19 0. 15.38 0.065 Outside / DORM#1 Wall 19 0 15.38 0.065 Outside / DORM#2 Wall 19 0 15.38 0.065 Outside / DORM#3. Wall 19 0 15.38 0.065 Unconditioned / GARAGE Wall 19 0 15.38 0.065 Outside / KIT Wall 19 0 15.38 0.065 Outside / MASTER Wall 19 0 15.38 0.065 Outside / MAST -BATH Wall 19 0 15.38 0.065 Outside / DORM'S Wall 19 0 15.38 0.065 Outside / LOWER Wall 19 0 15.38 0.065 Outside / WALKIN Wall 19 0 15.38 0.065 Outside / UPPER Wall 19 0 15.38 0.065 Outside / CHIMNEY Wall 19 0 15.38 0.065 Outside / DINING Wall 19 0 15.38 0.065 Outside / CHIMNEY Wall 19 0 15.38 0.065 Outside / GRT RM Wall 19 0 15.38 0.065 Outside / 2ND LVL Wall 19 0 15.38 0.065 Outside / DORMR'S Ceiling 38 0 41.67 0.024 Attic / BLOWN IN Floor 19 0 27.03 0.037 Crawlspace / . CERTIFICATE OF COMPLIANCE: Residential Page 2 .CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- NELSON Run: 434 10 -Jan -01 FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? -------------- Exterior Conditions/Descripti ------------------------- ------------------- Non-Slab ------------ 946 Yes Crawlspace / . FENESTRATION Interior Exterior Area U_ Shading Orientation (ft2) value Panes None Window North 118.1 0.470 2 Window North 20.1 0.470 2 Window West 20.0 0.470 2 Window South 104.0 0.470 2 Window South 40.2 0.470 2 Window East 18.1 0.470 2 Window East 16.0 0.470 2 Window East 24.0 0.470 2 THERMAL MASS Area Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- None Interior Exterior Overhang Shading Shading and Fins Standard BugScrn None Standard BugScrn None Standard BugScrn None Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang• Standard BugScrn Overhang Standard BugScrn None Location/Comments ---------------------------------------- W HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air Gond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ Standard Gas Standard StandardGas Storage gas 1 0.53 . 50 WATER HEATING SYSTEMS MISC System Name ------------ Standard—Gas Solar savings fraction ------------- Solar system type ------------ Wood stove boiler? No Wood stove boiler pump? ------------- No CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R. Project Title: NELSON Run: 434 10 -Jan -01 WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- StandardGas 76% -- Rated Input Standby (kBtuh) Loss ------- ------- 36.00 -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pilot Tank Light R -value (Btuh) Pipe Pipe Insul Insul. run (ft) -------- diam (in) --------- thck (in) --------- R -value ------- 1. EPA/DOE ENERGY STAR. UPGRADE DUCT/REGISTAR CONNECTION. 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: NELSON Run: 434 10 -Jan -01 DESIGNER OR OWNER SCOTT JACKSON E.D. 24-C HANOVER LN 89.4-6690 Certif * ca.tion # 1 to G --I Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT 389 ste. A Connors Ct. Chico Cal. 530-894-5590 Signed Date MMNDKFORY MEASURES r,I-LECI(LIST: RESIDENTIAL. Iv1F-I R Pa -e 1. Document Author : Evergreen Development 530-594-5590, Climate Zone I I Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply � to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. N 150 (i) : Slab edge insulation - water ,:Absorption rate no greater than 0.30-., water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC 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 -value,. certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 1.4 1G 150(g): Vapor barriers mandatory in Climate Zones and only. 150(f): Special infiltration barrier installed to comply with A 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. MANDATORY MEASURES CHL-=,CKL,IST: RESIDENT IAL MF-'tR Pagc 2 Document Author : F:me rccn Development 530-894-5500. Climate Zone I l SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 17.0-17.3: HVAC equipment, water heaters, showerh.eads .and faucets certified by the Commission. 150(1-): Beating and/or_ cooling loads calculated in accordance with ASI-IRAE , SMACNA or ACCA . ✓ 150(1): Setback thermostat on all applicable heating and/or cooling systems. 15C(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy factor_ of less than 0.58 must be exL-crnally wrapped viiLh 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 systems, unfired storage tanks, or other indirect hot water tanks have R-1.2 e;:ternal insulation or R -1G 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. G. Piping insulated between heating source and indirect hot water. tank. *150(m) : Ducts and fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections G01 and G03; ducts insulated to a minimum i_nstnl.led R-1.2 or ddct^ enclo!-c-d cnLir_cl_y w:i_th:i_n corld:i.t:i.oned apace. be eal_ed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, U1_181A, or UL1819 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space haeme either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 781 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: - a. At least 3G 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. l��A 115: Cas -fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking; appliances with pilot < 150 Btu/hr). '� vIANDATORY MEASURES CHECKLIST RESIDENTIAL IVI:F-I.R Page Document Author : Evcr,nrecn Development 5_10-894-5590 Climate Zone i I T.T(.T-T'PTT\T(` MT ACT'rT)rC 150(k)1: Luminair_cc for_ general lighting in k_i.L-chens shall have lamps with an efficacy of 4:0 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 either have 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 cei,l:i_nr, fixtures are IC (insulation cover) approved. Design- Enforce er ment VII I COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: NELSON Run: 434 10 -Jan -01 Project Address: WALNUT TREE LN NELSON CHICO Building Title: NELSON Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 17.11 Space Cooling 13.99 Water Heating 13.14 Total Type ---------- 44.23 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor -Construction Type: Number of Conditioned •Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) ( ft3 ) ------------ ------- -------- HOUSE 1976 15804 OPAQUE SURFACES Proposed Design --------------- 14.60 11.97 13.01 -------- Complies 39.58 Yes 1976 ft2 8'0" ft -in SFD Single Family Detached 320 deg (North) 18.2% 0.47 0.74 1.00 2 Raised floor 1 15804 ft3 946 ft2 Type ------------- Conditioned Vent Thermostat Height Type (ft) CEC Standard 81011 Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------- Zone = HOUSE Door 18.1 0.330 0 3 230 90 No 2868MTL Unconditioned Wall 20.0 0.065 19 15 320 90 Yes W19.2x6.16 Outside / CHIMNEY Wall 203.8 0.065 19 15 320 90 Yes W19.2x6.16 Outside / 1ST LVL Wall 150.0 0.065 19 15 320 90 Yes W19.2x6.16 Outside / 2ND LVL Wall 25.0 0.065 19 15 320 90 Yes W19.2x6.16 outside / nnRmii 'COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: NELSON Run: 434 10 -Jan -01• OPAQUE SURFACES continued Surface Area U- Insl Total Tru Glazing Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Wall 36.0 0.065 19 15 320 90 Yes W19.2x6.16 Wall 25.0 0.065 19 15 320 90 Yes W19.2x6.16 Wall 173.9 0.065 19 15 230 90 No W19.2x6.16 Wall 24.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 176.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 20.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 48.0 0.065 19 15 230 90 Yes W19.2x6.16 Wall 195.8 0.065 19 15 140 90 Yes W19.2x6.16 Wall 56.0 0.065 19 15 140 '90 Yes W19.2x6.16 Wall 212.0 0.065 19 15 140 90 Yes W19.2x6.16 Wall 20.0 0.065 19 15 140 90 Yes W19.2x6.16 Wall 83.9 0.065 19 15 50 90 Yes W19.2x6.16 Wall 46.0 0.065 19 15 50 90 Yes W19.2x6.16 Wall 47.0 0.065 19 15 50 90 Yes W19.2x6.16 Wall 184.0 0.065 19 15 50 90 Yes W19.2x6.16 Wall 48.0 0.065 19 15 50 90 Yes W19.2x6.16 Ceiling 1030.0 0.024 38 42 -- 0 Yes R38.2x4.24 Floor 946.0 0.037 19 27 -- 180 No FC19.2x8.16 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Fenestration Name -------------- Zone = HOUSE FRTG1 FRTG2 FRTG3 FRTG4 FRTG5 FRTG6 FRTG7 FRTG8 FRTG9 RGTG1 RGTG2 BACKGI BACKG2 BACKG3 BACKG4 Location/Comments Outside / DORM#2 Outside / DORM#3 Unconditioned / GARA Outside / KIT Outside / MASTER Outside / MAST -BATH Outside / DORM'S Outside / LOWER Outside / WALKIN Outside / UPPER Outside / CHIMNEY Outside / DINING Outside / CHIMNEY Outside / GRT RM Outside / 2ND LVL Outside / DORMR'S Attic / BLOWN IN Crawlspace / . 0 Insul Depth (in). Location/Comments ------ ------------------------=--------- Glazing Area Tru Open Frame Charactr Type (ft2) Azm Tlt Type Type Name Comments Wind 16.0 320 90 Slider Vinyl CLR-DBL.V Wind 16.0 320 90 Slider Vinyl CLR-DBL.V Wind 10.0 320 90 Fixed Vinyl CLR-DBL.V TEMPERED Wind 10.0 320 90 Fixed Vinyl CLR-DBL.V TEMPERED Wind 20.1 320 90 Hinged Wood CLR-DBL.V TEMPERED Wind 16.0 320 90 Slider Vinyl CLR-DBL.V Wind 15.0 320 90 Slider Vinyl CLR-DBL.V Wind 20.0 320 90 Slider Vinyl CLR-DBL.V Wind 15.0 320 90 Slider Vinyl CLR-DBL.V Wind 8.0 230 90 Slider Vinyl CLR-DBL.V Wind 12.0 230 90 Slider Vinyl CLR-DBL.V SAFETY Wind 20.0 140 90 Slider Vinyl CLR-DBL.V Wind 20.0 140 90 Slider Vinyl CLR-DBL.V Wind 40.2 140 90 Slider Wood CLR-DBL.V SAFTEY GLZG Wind 20.0 140 90 Slider Vinyl CLR-DBL.V SAFETY GLZG COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: ------------------------------------------------------------------------------=- -------------------------------------------------------------------------------- NELSON Run: 434 10 -Jan -01 FENESTRATION SURFACES continued GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U - Name Type Panes value CLR-DBL.V Clear 2 0.470 OVERHANGS Fenestration Interior SHGC SHGC Shade Type Int Exterior Ext SHGC See notes Shade Shade Type Shade ---------------- ---------------- ------ 0.770 Standard 0.680 BugScrn 0.7.57 -------------------------- Glazing Fenestration Area Tru Name Open Frame Charactr Name -------------- Type ---- (02) ----- Azm --- TO --- Type ------- Type -------- Name Comments ------------ ---------------- BACKG5 Wind 12.0 140 90 Slider Vinyl CLR-DBL.V SAFETY GLZG BACKG6 Wind 120 140 90 Slider Vinyl CLR-DBL.V SAFETY GLZG BACKG7 Wind' 20.0 140 90 Slider Vinyl CLR-DBL.V LFTG1 Wind 18.1 50 90 Hinged Wood CLR-DBL.V LFTG2 Wind 16.0 50 90 Slider Vinyl CLR-DBL.V LFTG3 Wind 12.0 50 90 Slider Vinyl CLR-DBL.V LFTG4 Wind 12.0 50 90 Slider Vinyl CLR-DBL.V GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U - Name Type Panes value CLR-DBL.V Clear 2 0.470 OVERHANGS Fenestration Interior SHGC SHGC Shade Type Int Exterior Ext SHGC See notes Shade Shade Type Shade ---------------- ---------------- ------ 0.770 Standard 0.680 BugScrn 0.7.57 -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ BACKGI ------ 4'0" ------ 5'0" ------ 810" --------- --------- 4" 1'6" --------- 35'6" BACKG2 4'0" 5'0" 810" 4" 179" 19'3" BACKG3 6'8" 6'0" 810" 4" 23'6" 1216" BACKG4 410" 5'0" 210" 4" 1'6" 30'0" BACKG5 410" 3'0" 2'0" 4" 810" 25'6" BACKG6 4'0" 3'0" 210" 4" 106" 170" BACKG7 4'0" 5'0" 2'0" 4" 24'0" 71611 LFTGl 6'8" 2'8" 810" 4" 15'6" 4'10" LFTG2 4'0" 4'0" 810" 4" 73" 619'' FINS Left Fin Right -------------------------- Fin- in-------------------------- Fenestration ------------------------- Exten Dist 7 Exten Dist -------------------------- Fin Fin above to Fin Fin above to ' Name Height Width ------ Depth ------ Height ------ glzng ----- glzing ------ Depth Height ------ ------ glzng glzing ----- ------ ------------ None ------ THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name MY (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- -------------------=----- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: NELSON Run: 434 10 -Jan -01 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments -----------------------------------------------------------------------= None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit12 Air Gond. --central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.53 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery nput Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None COMPUTER METHOD SUMMARY Page 5 C-2R Project Title: NELSON Run: 434 10-Jan-01- SPECIAL FEATURES, REMARKS, AND NOTES .1. EPA/DOE ENERGY STAR. UPGRADE DUCT/REGISTAR CONNECTION. 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. NOTES RESIDENTIAL ✓ � 039-370-101 02-0475 l NELSON, Rick 1765 Walnut Tree Ln., Durham I Cont: Evergreen Development Ground mounted solar voltaic panel SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS I SUB -STANDARD HOUSING LETTER JOB FINALED Signature J = OK 0 = Not CK - = Not Aoplicable * = Not Ready Date RESIDENTIAL (S Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss -Shting.-Rfng- 2. Ftg., Main; Soils-Elec. Grnd.-/ ' /" Fig. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels , 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 ,`• Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails " 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water r 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At e. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic r Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) _ Date FRAMING (Continu0d) , 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss -Shting.-Rfng- 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels , 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails " 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixi. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps - 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: /= OK 0 = Not OK - = Not Applicable . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ ' L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness ; Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .r INTER-DEPARTMENTAL MEMORANDUM 0 TO: BUILDING DI ISION, OROVILLE FROM: O & ENVIR. HEALTH, CHICO DATE: RELEASE E HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: S'4 6 p SEPTIC: ►� WELL: AP#: 03q=37th - / ADDRESS/LOCATION: L_DT 3 &)4-LAW- 7i � �V �r Comments: G LJm em os/re l eas e h o l d COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 012' 0q9 ASSESSOR PARCEL NUMBER vI 39-370-101 ZONING BUILDING PERMIT OWNER ICK NELSON TELEPHONE SO. FT. OCC. BUILDING VALUATION EST i 500 ' . OWNERS MAILING ADDRESS r5 WALNUT TREF TN., DURRAM, CA 99918 � CONTRACTOR'S NAME EV-MGREEN DEVELOPMENT TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING.4DDRESS 1765 W Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GROUND MOMET) SOLAR VOT TATO: PANFT. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2ooA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class U Lic. No. 3 a Z t 9 ,3 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 Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. OR orS. ( 3,5aS0. Fr. MUL�Tcou�TLS. NON-RESID. c @7.50 APPARATUS a SINGLE OUTLET CIR. �(, Occup. OUTLET OR FIXTURES 20 @''50 SAL Ex. Occup. o�"t„i�rs RRESID.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 0 yl J ill 1 •7 O (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions. X Date •3 �_ Signature of Applica - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL F E $ 101.00 HAZ. .. D. FEES IMP --- O COF PARCE PD 5SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PER EXPIRES ON the applicable provisions Resolutions to do work been paid. 9 Daee � 4 Date ReceipfNo. 3laUA1J$101 J)011 WHITE-D.D.S.-B.D. CANARY -ASSESSOR ' PINK -INSPECTOR GOLDENROD -APPLICANT E.". USE ONLY ZAnmchod \ ..Y A L ad Sana to ®.O / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ak/ -' �,x) 429 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 .. '? ..-..�. a:.—.::u'M:fn:rF.Y"`:i✓ .: ., ti.-�r,,`w'.:��.%;T � y. ,1..� ,.,r Ak ..i- f�, 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: i l,P� �%C, ISG✓ ,-� ASSESSOR PARCEL NUMBER Proposed Building Use:jo�O'�1 r VQI! j/oc, V?L(.. Counter Technician: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. '01..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. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down o 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-si ng ed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will -be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 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 ....................................... . Statement of Intent for Non -heated and A/C Buildings .................................. I,,...... 6. Sanitation and plot plan approval from the Environmental Health Department in 1 C —// - D a— ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance..................................................... , ........... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone CV7 T(. and hold for pickup. I have been info med of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter 4_y .y Date: Plans reviewed by: Date: Plans approved by: Date: ZZ Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division i Q = a WALNUT U . TREE LN S� d) to ..... ........ 0 rsune county Environmental Health 0 Da e ignature 50' Qoy�o � Q¢o�� I b. 0 1?4V A/C COMPRS PAD t' �0 200 AMP SERVICE O DRIVEWAY SEPTIC TANK _ N z' 6 FT AS PER ENVIRO, HEALTH DEPT, I MIN N w 04 r 0 O z v .O . MUNICIPAL WATER. O s 1M. PROi'05ED FLOT PLAN AP SCALE- f'-30 FT PARCEL " 3 2.01 AC 20 FT EASEMENT FOR THE JOHN CROUCH DITCH PER BOOK 95 DEEDS, PAGE 213 AND BOOK 1312 OFFICIAL RECORDS, PAGE 551 2i2:05 ' Environmental Health DEC 15 2000 Chico, California EVERGREEN DEVELOPMENT P.O. Box 453 Forest Ranch, CA 9594 (916) 894-5590 } e�� ,.: 1' MARIAN AVE. STANLEY AVE. r--\'_y16A11T'!K'0fAA'p NOt t0 cSC4�C z Z 2KW TO 4KW USE 175 AMP DC DISCONNECT 5KW PLUS, USE 3 SITE 225 AMP DC DISCONNECT DC OUT � DC SOLAR ARRAY ISCONNEC DC OUT _ , 1 1 CHARGING CONTROLLER i O' o' PUBLIC POWER o; 61o 1 INVERTER OWNER'S NAME Rick Nelson 1100 Walnut Tree Lane Durham, CA. S5S38 (530) 866-0161 PROPERTY ADDRESS 1-100 Walnut Tree Lane Durham, CA. 55938 ASSESSOR'S PARCEL N DRAWING INDEX SHT. CONTENTS J r . 1' MARIAN AVE. STANLEY AVE. r--\'_y16A11T'!K'0fAA'p NOt t0 cSC4�C z Z 2KW TO 4KW USE 175 AMP DC DISCONNECT 5KW PLUS, USE 3 SITE 225 AMP DC DISCONNECT DC OUT � DC SOLAR ARRAY ISCONNEC DC OUT _ , 1 1 CHARGING CONTROLLER i O' o' PUBLIC POWER o; 61o 1 INVERTER OWNER'S NAME Rick Nelson 1100 Walnut Tree Lane Durham, CA. S5S38 (530) 866-0161 PROPERTY ADDRESS 1-100 Walnut Tree Lane Durham, CA. 55938 ASSESSOR'S PARCEL N DRAWING INDEX SHT. CONTENTS Cl At COYER SHEET / PLOT PLAN / SCNEMATfC ROOF PLAN / DETAILS W W I a a N moi' Wi a z a MAIN PANEL WI I 3�m sZ10 OO Oo K MAIN BREAKER � w 01 Z i I 20 AMP20 AMP z TYPICAL 0 TYPICAL HOUSE HOUSE LOADS 20AMP 0 Q 20 AMP LOADS INVERTER BYPASS ----1-50 AMP D a 20 AMP.' BREAKER o CUTTLER HAMMER 20 AMP70 0 20 AMP DG222URB F - - — - - --—-—-—-----------— - — - — -� 10'MAX 20 AMP a 20 AMP 20 AMP 0 20 AMP --- ------- PARCEL *101 I ; . , 1 I 1------- 60 AMP ---- ---- 60 AMP -A 01 0 20 AMP I 1 (E.) MOUSE � ; ; � LOCKABLE 1 DISCONNECT 2.01 ACRES SWITCH 60 AMP -B Q 20 AMP GROUND --------i 1 I II ----------------------------------------------f I -------------------j 1 -1 L ------------------------------------------ J --J hrL-:�i , -------------------------------------------------------------------------------i I � I Cq � ; 1 1 , i 1 - � 1 BREAKER 1 1 — i � PLOT PL�4/V environmental Hearin MAR - 7 2002 Chico, Califomia 15 AMP 0 , 1 TYPICAL z MOUSE (� �'Gr`�f�4T/G fOR /M/.�RTfR GO/VN Nie to ��6 SGT/O/V NOTE:, 1) INSTALLATION SHALL CONFORM TO NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, FOR PHOTOVOLTAIC POWER SYSTEMS INSTALLATION, 2) ALL EQUIPMENT AND COMPONANTS SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED AGENCY. 3) SYSTEM ARRAY AND SWITCH GEAR SHALL CONFORM TO UL 114E REVISIONS BY z (L 4 NO 0�(gn 111 (P in QzU(p u1�pv� 111 111 z O U Z 111 Z (Y - _j # ul} u LUz t� WE Q� LL > v U� U Wks° O Q _ T_ DATE: 6CALE: AS SHOWN DRAWN: DSJ JOIB: C OF 84 ETS`