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Home My WebLink About041-650-022MIR �IIIIiII ��IIIII , 041-65-0-022 3 `! HUGHES, Doug & Alma 3526 Sunview Rd, Paradise (new ingle family) Smith Const s 4 ;f 5 �i_T�s=aZ 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 J CORRECTION NOTICE- OWNEf PERMIT 140. =a A routine inspection indicates that the following violations of butte county Ordinances exist at the = above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, . please contact this office immediately. Date � Inspector�j/ REV 1019 'rr COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT.OF DEVELOPMENT SERVICES 411 Main Street •Chico, CA's (530) 891-2751 - 7 County Center Drive Oroville, CA (53b)'538-7541 CORRECTION -NOTICE w _ s OWN. p PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinanees�exist at the above address and should be corrected.-)0lease notice this office when correction of work is completed. If you have any questionstpertaining to�this matter, or need additional explanation, please contact this office immediately. z� -� Date'',- RE 10%92 � s fe � n `Y f j Inspect 041-65-0 -022 '9S� Z1,34 ' RESI®{ENTIA,r RUCHES, Doug &Alma 3526 Sunview Rd, Paradise (new single family) S ith Const PERMIT nai— ^" 7� r1�D C) PERMIT EXPIRES r OWNER CONTR. r ASSESSOR PARCEL LOCATION .4 }fir �/J/�� %Z� ��f +�•Q.� �j }. r CHECKED VSRA BY CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V - OK 0 -Not OK j =-NotRead,ae MOBILE HOMES Date MOBILE HOME UTILITIES (Firsts) OK except #'s 1. Zoning Requhmwtl - Selbacln - Eastments 2. Sods: Special MH Support Sketch - 3. Sewer; Locadon•Test F KOConpete 4. Water, Location 9emerA Needed (Sketch) 5 ElecW W, Location.C%ararbesGmd../ /Amp.Canaete G. Gas: LocadorAmWrap; / /Lift. > 11. Cert of Occupancy 12. Permanent Foundation Only Llcerise Decal Date Card B-1 Data Card B-1 Date Card 8-1 ate Card B-1 MISCELLANEOUS\ Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RequirementaSetback3-&senents 2. Footings; So1sSize-0eplhSpadngCornecte *SbW 3. Decks; Girders and/or Joists-Dedung-8radn9Stnr*%1s 4. Wood Awn.; Po9WaBeam9•Rftrs Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns Conr ecdons.Sptio&De=Wjx osures 8. Carports; Windows -Doors 7. Electric 8. Fnng.; Sols-AnchorsStuds-flftre-Tnrsses 9. Siding; NaitirVAeneer-Stuxo-Mesh 10. Roof•, Shthg4loofng it. Ext.: Sceps000n4. n&qs 12. Braced Wan Panels ate Card B-1 Date Card 8-1 Date Card B-1 ate Card B-1 Date POOLS (Plans) OK except #'s Selbaeks£asements 2. Sols: CompacdonStnrcttre Stabity 3. Pod StrucWre; Shel-Cavmclions-Thick ess Dead Men Lining 4. Elec.; Receptacles and Ughft. DWance-Gfl S. Elec.: Pod Lighting; 15 VdtaGFi 8. Ekr-; Enclosures; Conduit EroiesTerminab•Ustied 7. Elec.: BorxbV. Metal w/S-Ckuxtlabtg Equip. -Healer 8. Elec.: Grwi6ng. Equip. w/ri Cieilatin9 Equip.4'ad L9hl . - mdboardalrta b Main in Conduit 9. Health Department Approval 10. Plumb.: Cir. Tes&N%ter Supply Test 11. Light Niche Date Card 13-1 ate Card B-1 Date Card 84 ate Card B-1 / /Nat or/ /LW APG 7. Well Clearance d Discormect S. Utility Clearance - Date Card 8-1 Dass Card B -i Date ;Date 4 Card B-1 ate Card 8-1 MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements Setbacks Easements t 2 Footings, S'meSp&cb-VMarriage Line r 3. Gas; MH 4. Electricity; MH kers.Clearances S. Drain; MH TesFFa Wkx Connector 8. Water; MH Te"eguletot•Corumector 7. Water and Sewer Connected -CIO to Grade -HD Approval t 8. Gas and Electricity Tagged f 9. Tie DewnsTypearxoaladon Cert _ 10. Exits:Inso.Sketch > 11. Cert of Occupancy 12. Permanent Foundation Only Llcerise Decal Date Card B-1 Data Card B-1 Date Card 8-1 ate Card B-1 MISCELLANEOUS\ Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RequirementaSetback3-&senents 2. Footings; So1sSize-0eplhSpadngCornecte *SbW 3. Decks; Girders and/or Joists-Dedung-8radn9Stnr*%1s 4. Wood Awn.; Po9WaBeam9•Rftrs Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns Conr ecdons.Sptio&De=Wjx osures 8. Carports; Windows -Doors 7. Electric 8. Fnng.; Sols-AnchorsStuds-flftre-Tnrsses 9. Siding; NaitirVAeneer-Stuxo-Mesh 10. Roof•, Shthg4loofng it. Ext.: Sceps000n4. n&qs 12. Braced Wan Panels ate Card B-1 Date Card 8-1 Date Card B-1 ate Card B-1 Date POOLS (Plans) OK except #'s Selbaeks£asements 2. Sols: CompacdonStnrcttre Stabity 3. Pod StrucWre; Shel-Cavmclions-Thick ess Dead Men Lining 4. Elec.; Receptacles and Ughft. DWance-Gfl S. Elec.: Pod Lighting; 15 VdtaGFi 8. Ekr-; Enclosures; Conduit EroiesTerminab•Ustied 7. Elec.: BorxbV. Metal w/S-Ckuxtlabtg Equip. -Healer 8. Elec.: Grwi6ng. Equip. w/ri Cieilatin9 Equip.4'ad L9hl . - mdboardalrta b Main in Conduit 9. Health Department Approval 10. Plumb.: Cir. Tes&N%ter Supply Test 11. Light Niche Date Card 13-1 ate Card B-1 Date Card 84 ate Card B-1 i s OK Not OK o Not Applicable • Not Ready Dat RESIDENTJAL (Single & Duplex) except " tg. ain; Sot1s-Elec. Gird. /It f Ftg. Depth WW tg. Garage: SaOsSteelZec. Gmd/" • .r Ftg. Depth 4. MO-Vorches & Decks, SalsStee 1 t Ftg. Depth 6a. Downs and Special Anchors tel. Slab. Steel -Wrapped 8, fueplace Ftg.-Steel D.W.V.; Faft-FittingTest 2 Way C/OSewer Test 10. UF. Gas Pipe; Size Anchors -Yard G ; Size Aer 11. Water Pipe; Test-Anchors-RegulatorService Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. GirdersSills-AnchorBdts,ki lents-CriPlOm 15. Access & ventilation 16. Insulation Date ), ( Card B -t Date Card B-1 Date Card B-1 -v Date Card B-1 Date yWINBING rermill) OK owell #1r a rpe; Test & Anchot4hd Ptobcbon .1t:: Test FMings & Pmcha-Nal Prober -don 5hwrer Pan: Test. First Fba-Tub Access 21. Test Tub & Shower. Secad Ffoor:Tub Access s Pipe, Sae & Anchors Date Card B-1 Date Card B-1 Date Cana B-1 Daae Cana B-1 Date ELECTRICAL Tema) OK except ft nsfamerCtearance-Ins. Protection n Receotades Soacixr{iahts & Svitctnes at Doors & No. of Conduebrs Stapled Called Close to Edge of studs & C.J. Ground made up v4Uech Fast ners8ard Gas & Water Met Appliance C'trt- 11 �: it Kkhen & Conductor Size GH Subfeed Wire Sorel Iga• Cu or AI -PLC. Wire Size / / ga Cu a AI 30. Range Circ. I I ga Cu of Al -Oven C'rc. I I ga Cu or Al Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground -Main D'tscortect 32uip. Clearances Panels-Motrxs-Mech. Epuip. b s Closet LightShcwer UghtSpa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s is Insulation & Support -Fan, Exhaust above insulation SSpdensate Drain & Overflow, Size & Grade Fu ce-Vent Access -Comb. Air -Return Air Vent 11S outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Ae—SitIjBioper Materials & Anchors Wal turfs -Nailing Spacing & Braces -Plates -Sound 42r' - .ea ' Walls over Girders &Floor Nailing Qol5raft,W in Walls (rat proof ve-6 s; Furred Ceilings -Stairs -Chasers -Tubs 15 'eaders & Beams -Size & Bearing N Data AMING (Continued) . Han ost Caps -Anchors -Connectors 4 ing. Joist-Rftr. Ties-Purlut4off Brac: TrussShting.-Ring. 48. FirSpiacia Ties or Type A Flue -Fireplace Throat clearance pA ' ss; Size & Romex Protection -Draft Stop -Ins. Baffles drmndows or Exiting Doors -SM HgL & Dimensions St ar ire Protection Framing moerWfine Firewall S Openings. 54., Story, 2 Exits on Roof Overhang -Attic Vents -Rafter Outngf ailing Veneer lEsh-06D Screed -Fd. Vents-Underflr. Access Shear W _IS ; airing -Bolts 60. Br ntedor / Exteri all Panels , ' f Date -I// 3Card B-1 ,' Dates rd 5- Date Card B-1 Date Card Date SINAL (Plans) OK except Vs W t,StePs-Door & Sidelight Protection -Landings Smoke Detector y ce; Vents -Clearance -Carib. AU-Coneetor- , jn In Ga e: Above Floor -Ducts -Meth. Protection J �roomExitina � f 'Bath Fxtures & Tub Access -Spa 1ec_1d6 & Subpanel, Breaker Sizes & Labels irepla -Stove, Clearance -Hearth els at Wood Panel. Int & Ext F Appliance; Ground. -Air GapOooking Clearance 113,4_L,c dins & Recepticales at Kit Counter 46 -'Wt. Htr.; Vents -Clearance -Comb. Au Connector,P.R.Y. In Ggpige, Above Floor -Meeh. Protection Elec. & Mech. Equip. Listed for Location eceotacles in Garaqe (G.F.1.)-Romex Protection nsu 'on -Foam -looked in Attic \ G ails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor a Yes .82. Following Instki./Drive es o NoANatks 0 Yes Q No/Planters Q Yes Q No eco Brown -Finish A.C. nit Disconnect, Electrical -Plumbing encs 've Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate ell, Disconnect, Electrical, Plumbing terio 't c. Trim, G.F.I. Receptacle -Underground B8 ntilatioa-Throught House 90. qe&ctions trom Previous Inspections fflK Gas Tes - eters Tagged, Gas -Electric r 8 Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 G° Date Card B-1 Date Card B. Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Mile Number and Street UIty DESCRIPTION4 5glh A" 4 3 (0 --Fe- MOM 5ul5dmMort Lot Num r 4 q44 OF • 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13 Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name " Johns Manville Thermal Resistance (R -Value) Brand Name ' Johns Manville R38 Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material Fiberolass_Batts_ Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance , with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Efficiency of compliance, where applicable. C.L.#499150LOERKE INSULATION CO., INC. Item #s ignature,a Installing Subcontractor Co. Name)Or MAY 2 7 1999 General Contractor (Co. Name) Or Owner Item - Signature, Date Installing Subcontractor Co.Name) Or . General Contractor (Co. ame) Or Owner Item #s Signature, Date Installing Subcontractor (Co. )e, amOr General Contractor Co. Name Or owner COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 y � T N0. (Rev.12/96) APPLICATION AND PERMIT 0" ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER doug and aloma hu hes TELEPHONE 534-6990 SO. FT. OCC. BUILDING VALUATION 2868 R -156,872 OWN ST CONST 1156 U 20,808 CONTRACTOR'S NAME TELEPHONE coNTFUeToAsi I AES PROVILLE g9MP4UN1TY BANK CONSTRUCTI 2227 ��I',N,{T�� 77�� ST, OROVILLE 95966 488 C 6,344 Fireplace 1,500 LEND R'S MWUNG AADDDRESS Total Valuation $ 183,524 ARCH ft I STEVEN D SMITH LICENSE NO. Filing Fee $ 20.01) Permit Fee $ 933.5( ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 606.78 BUILDING ADDRESS r Energy Plan Checking Fee $ 23."0 3526 SUNVIEW ROAD - PERMIT FEE $ - - LO SUBDIVISIONS NAME P C M ^ IU PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 9,9 on Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 QQ TYPE OF WORK New E( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 QQ Building sewer ' 15.00 Mobile Home I S G I W @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Filing Fee 20.00 v OR Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is full force and effect. j License Class / Lic. No. 2Z� % OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 700 of the Labor Code, forthe performance of work forwhich this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DW E111NG UP. So OR ADDNS. a Acc. BLOS. 3.5¢,:140.85 NON-AaIOT. MULTI.OUTLET @7.50 PSINGOUTLET OWELE APPARATUS CIR. OUTLET OR FIXTURES 20 @ 1'00 Ex. Occup. SAL @ .50 Ex. Occup. Gas A °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : 183.85 MECHANICAL PERMIT Filing Fee 20.00 Heating 5 TON 20.00 Cooling 20.00 Hood 6.50 6.50 Ventilation 9.00 PERMIT FEE S Policy Number (The above sections need not be comp) ted 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 f rthwith comply willh those provisions. 1 X Date �(/`/ nature of p a • ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction Y of structures over 3 stories in height. 11 9` Mobile Home Installation Fee . $ Energy Inspection Fee $1.- occ R_ CONST. TYPE . 3 VN TOTAL FEE $ 2.-,066.63 HAZ _ DX IMP; FLOP li cop, PAfEL P H �E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ` 3/12/99 By �� Date PERMIT EXPIRES ON�2�2000 Date Receipt No. 7, YS yJ WHITE•D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT n !ao c' ) (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT'SERVICES - BUILDING DIVISION 7 County Center Drive ! Oroville, California 95965 • Telephone (530) 538-754NO APPLICATION AND PERMIT a%P5r AMQfeOR.ARCdN LSO - j''D _- 2 Z -D BUILDING PERMIT 01MNa"Lv Noma es. rumptc3 SO. FT. OCC. BUILDING VALUATION owNens ADDAM d 7 OONTRACI9 fNl! T!{5/40N11 y :::i5� ODNfR77 1Nt1N0 ADDRas G� 1 00 --' Q Q �, tQNOOM WAMADDRQSev7W Fireplace M*4E i'C 7 Total Valuation SARCHITEM�Flin Fee 20.00 ARCHrn=oR eNo MMS MALM ADOIIFfe Permit Fee � w Plan Checkin Fee $ euaa+o ADoaese 3 �� N ✓I rW Energy Plan Checking; Fee i FEE _ wrNa sueayscKaNAeQ �• zo rARca MW PLUMBING PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap qj 7.00 SF W,,Dupkx 0 Mobilshome 0 Other Solar or heat pump water heater Water piping15.00 1 23.00 Each as water heater or vent 15.00 TYPE OF.WORK Gas piping system 1 -5 outlets 15.00 Add�lon 0 Reemodel O t21i w 0 hsiallatlon O Other 0 Buildin sewer 15.00 D�escrlbeWork: J Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT [F1IWF6e 20.00 Main Service = oOn 23.00 23 Main Service 2WA To IOWA 46.00 NEW CONS . DWaLM OOCNP. oR ADDN3. a ACC. eine 3.5tfr. /yo NEW .A�uLn°unEr NDNMD.' @7.50 EX. Occup. ounzr oR FKmvm SAL i x.30 Ex. Occup. ovnFrs Esm. EA Temporary Service 5.00 23.00 Mobile Home Facilities 20.00 Mise. Wiring 23.00 0 PERMIT FEE _ 'S MECHANICAL PERMIT Firing Fee 20.00 I Heating — i Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee S _ Energy Inspectloqn F I S �C� `�j COT TOTAL FE $ (o MAZ D. W fln0 CEf f0 ND 6SLE — This permit is hereby fs ued under the applicable provisons of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. �_ J �" 3 bj �/ 1 '57q4�-'6 I PERMIT EXPIRES ON Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER , r �g,AL44#1t� ASSESSOR PARCEL7ER: D /�o SaDProposed B�dingg se: S Building Inspector: Date:/Z� At time of permit application, I was advised the following data must be sed prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been subm*tted. ------------------------------------------------------------------------------------- - plans, 3/4 sets, signed by the preparer of plans.-------------------------------------------\-------------- Plot r '44.'Engineered Complete plans, 3/4 sets, signed by the preparer of plans. ---------- 2 -`-s 5-=1-"--� = plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 05 n ' eered truss details and layout in duplicatq,(required prior to plan review) No faxes! gy Design Compliance and supporting documentation. --------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ---------------------------------- ❑ 8. Hazardous Material Form. 09. Eufactured Home data and installation instructions including Tie Down Specifications.------------------ U, es of $ ------------------------------------------------------------------------------------- -- . Impact fees as shown onhieattached schedule.-------------------------------------------------------- � --- ❑ 12. California Department of Forestry plan approvaUfees. -----=---�---ter--a--------- Mood elevation certificate. ---------------------------------------------------------------------------------------- Y Sanitation and plot plan approvals Health Department. --------------------=------- --------------- ""W •,❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------------- 1116. Plot plan and business license approval from the City of Biggs. ------------------------------I--------------- Planning approval for (A) Use: (B) Parking: ---------= -- ;----------- 8. Planning Land Development about Improvements, ❑ Drainage, Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------ D 22. Workers' Compensation carrier and policy number. 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 05. 4 er of signature authorization. ------------------------------------------ Recorded copy of Agricultural Acknowledgment, Statement. ----------- �K . ,5—rz-97 A0 0" (Date) 1126. Letter of intent on building use. ----------------- ---------------------------------------------- E127. Manufactured Home utility clearance. -----------------------l--- ------------------------------------------------ ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue the ermit, rocess as follows ❑ Mail to owner, ❑Mali ntractor. El -Telephone �,_7_ 7•S�Sand hold for pickup at Q (� office. ❑ Deliver with inspector. Applicant: Date:. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: A // Date:_ 1. Index permit application for the above items numbered: 16 / ❑ Plan Check List 2. Additional items required: si Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the abolue required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building DiviWi�counter, by Date: Plans reviewed by: /Date: Plans approved by: C7— Date: 3 — ( Y Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division TO:, Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY *.Plot Plan Attached P. Floor Plan Attached Sent to B.D.�'S�' ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Y Private Well -Clearance for 46 dwelling. Other ir% Qne . Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ,P�rvT �. vel. r« jf� r`•t - a .s a.e 7''L.. i j .(. �. /• �i.J��,'+�-f �� f< ^, �r _ + s': .\ Y•.'.:'r �Y ,v f COtJNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE P1 OWNER f)69 4-C 4- 14(,6A44— 1-l"C' PROPOSED BUILDING USE SP _/1 BUILDING PERMIT FEES / 2 -- Balance Due ................ $ ) !l -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ ,"<SCHOOL DISTRICT FEES OKi,--:) (paid at District Office) _,,- 3. SHERIFF FEES (paid at Building Division) n Residential ........ x $360.00 $ �Q 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) A. P. #-0'/ DATE- I Z "-I RECEIPT # DATE REC 6. THERMALITO DRAINAGE DISTRICT FEES ' Y $510.00 (paid at Building Division) ^'"` x eft ,,... •~~` "" " ` 7. SRA FIRE INSPECTION AND PLAN CHECK . $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ��"� r'`u i• `"xr�Y�• .f; ,Jr. rr-e`-•�..,;-Zrf„,�,, •.r'�.. ,.'�,,.•�,�s,•^`�t• 'x�r-'•.+7�s�+.r'►-�. �•3', �; }'' "'�`.�.�.�`nn2*-7rt�p.�"'y�',. •YAK'• \ i. r.,� -�.. h., �Y, , t • f i�' T �X^r. t , *-. • �� - - . � N ext. ;.;^w.xp 7.. ��COT�JNTY OF BUTTE DEPARTMENT- OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 COUNTY CEN'FER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE,OF RECEIPT OFY S 156,972 OWNER i)!9,.t..("_ -!- lLG�'l+/�— •! ��t.��r.j A.P. #� ,PROPOSED BUILDING USE DATE f REC IPT � ' ATE" Rl l0. E i 1. BUILDING PERMIT FEES 1 -- Balance Due ................ $ / � R 24 t`J� , , -- Additional Fees Due ........... $ '��'�. -- Additional Fees Due ........... -- Revised Plan Checking Fee ...... _� SCHOOL DISTRICT FEES OK -(Z> (paid at District Office) / 3. SHERIFF FEES (paid at Building Division)t — Residential ........ I x $360.00 $ ` A) Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. r 4. URBAN AREA FEES (pai at Building Division) Residential (per unit) . (/ x = $ `' #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. Y 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES ,. $510.00 (paid at Building Division) E / 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) ,8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 23. 0 � t X33. i13 ISM 15.00 13.00 MOO 1181M 1MIS 1:03.x5 3 -7M j Ws At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process.�� rr� aag bi�f�F7 APPLICANT f DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner u' 3%1 Mt' J (Rev. 97) .:f 'q j....�e ��...rT'iPI��Y�r9\"•��I��"�rti�.'..��y�`sy.l'r','Yii�^KII�irrn}yip'Y]Jffi�Ffk�T^l.•,y{1�,itfn4�.rl�'Kydl••%'MN1yrIy:��7yK•f'•_ti+i'��.i'L'.: �,. '-. r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ` OA— 4— School District ® Building Department No. A.P. Number • 65-0 G `'T risdiction: City County Property Owner G. tf" A^ i�`�"' Property Location/Address V /d'(,t,/ Subdivision Lot No. ................................................................................................................... Residential Development � Sq. Footage ( (l No of�Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit p '(No foundation inspection): ................................................................................................................... Commercial/Industrial Sq. Footage New addition (Including Exterior Roofed Areas) Building Depa e t R pr sentahve y Date (F loor Plans reviewed by School District District Identscation No. / O O 9 1 T�N,'I I A II A District certifies that 3 9 2 (.av rcLb . �- (Street Address) (City) ' (State) has complied with the requirements of Resolution No. represerSUng 1o$ square feet. Check # Remarks: (Applicant) i X33 --P59 (PhoneS Number) (Zip by payment of $ AB 292fi $ FULL. MITIGATION = 3-(2-9 �. `oete - Z .+i- Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 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 (COAL this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ - - PERMIT FEE S - - LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G1 W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 a00OR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full rce and effect. , / �� License Class LIC. NO. �• OWNER -BUILDER DECLARATIONLNS I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compen tion insurance carrier and pol• y number are: Carrier Policy Number 0 -_ — — (The above sections need not a completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. l X Date /off a, ��! nature of 9ztv" p t - er Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction r of structures over 3 stories in height. °° Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.SQ so. OR ( C FT. EW coNsr. MUACC. o�Er NON-RESID. @7.50 spOWELN.RLE OPm Er ICIC R. 20 @ ''50 OUTLET OR FIXTURES Ex. Occu BAL p .so Ex. Occup. oFli 1...,,D )ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ -Mobile Home Installation Fee . $ Energy Inspection Fee $ occ CONST. TYPE . TOTAL FEE $ , D FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT :7•.r. .. Trr'::t. �,! .... .:r�L. bP'M.'I��.2�fi}.'_i•�i y4�?iiC.''+}►A�l'y�..i�@+�`�..`yt/. xf`Ii lil%'"'A+ ��.,IY;Ji'��`t;:iF@1i$'f/Yj'DiY.�•'.N^•,i,gRY•��..,�/1.1w1`.�- • F Y I t t ' r k �� •_ . ' 3. .. � rye\ ,r „ ry : `. r :�;,t� , rte' a. r•'1. _. f'.,rv.. ?`q (� �'ft'M;�+r. x� ,1� 9n.nihF'11t•� . v4.r +7%r� .+, �"' r 05K_, f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. '"(Rev.12/96) y APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE \CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG'ADDRESS Total Valuation $ ARCHITECT OR ENGINEER " LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service . OV OR mss 23.00 ' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full rce 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. ,0 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 I000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & Acc. BLDs. 3.5¢xSO: ,,°µg.,. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 (gam 1.00 Ex. Occu aAL (P .50 Ex..00CU . oFunFrs A� ) E 5.00 Temporary Service 23.00 . Mobile. Home Facilities 20.00 ,.. Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby'affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 7 SPERMIT Policy Number go 5J 1) . Zo _ (The above sections need not bd complete 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'.FLOOD. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X &W;b VZA Date ��_ Si nature of ppli t - J0 73wirier Xcontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction x of structures over 3 stories in height. "� r MECHANICAL PERMIT Filing Fee 20.00 Heating s "a Conlin Hood 6.50 Ventilation 11 . FEE S Mobile Home Installation Fee . $ Energy Inspection Fee $ Occ CONST. TYPE - TOTAL FEE $ COF pggCFl pp HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. r ' By Date PERMIT EXPIRES ON .atl . p,l f Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT z 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) APPL•' I'CiATION ANDPERMIT . ASSESSOR PARCEL NUMBER; ZONING BUILDING PERMIT t. OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS' CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ; z Total Valuation $ ARCHITECT OR ENGINEER "' LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ -PERMIT FEE $ — LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer • 15.00 Mobile Home I S G W @20.00 PERMIT FEE` $ ELECTRICAL PERMIT Fling Fee 20.00 a00OR LESS Main Service 200A V0.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 fulljprce and effect. � License Class Lic. No. 4amIN OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code foe this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a 'certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier Aand policy number are: Carrier ~rA�7'1171 A ) . i SN(• Policy Number 06/ 0 --• 4'— /) (The above sections need not bd completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X r, _ Date A). " 7— Si6riature of Applicant-- 0 13wneF Contractor ❑ Agent - An OSHA permit is required for excavations over 60" deep and demolition or construction J, of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. LANEwNG OCCUP. SO OR ADONs. ( a ACC. stns. 3.5aFT: NON REOSIDT. MULTI.0t1TLET @7,50 PowER APPARATUS 6 SINGLE OUTLET CIR. IR 2O ° 1'00 OR FDRUR Ex. Occup.BAL o .50 Ex. Occup. oimtis R FIXP D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Coolings Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee . $ Energy Inspection Fee $ occCONST. TYPE •. „�. D. FEES IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ' By Date) PERMIT EXPIRES ON V � ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Te9ephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT r PERMIT NO..., ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION �X • OWNERS MAULING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ , $ PERMIT FEE $ LOT NO. SUBDWISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 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 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR UES Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full f rce and effect.POWER License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the / performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier AAZ0144 Main Service TO tOooA 46.00so NEW CONST. DWELLING UP. W: OR ADDNS. a ACC. BLDS. SO 3.5QFT: N"ONRESDT MULTH' CIRCUITS @7.50 APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BAL p 1.50 Ex. Occup. pFUTELETg Aa DEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 H: PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation i PERMIT FEt $ Policy Number - 4 -„� J' Ac�/f? -•+ i (The above sections need not a completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 'yA X� /i L / , Date ! _14 'q,__ Signature of Applicant`- 6 jwner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction J. of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE . TOTAL FEE $ =.APEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date tPERM.IT EXPIRES ON •' �'� Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 : utte Couni _-- L AND O F NATURAL WEALTH A N D B E A U T Y BUILDING:DIVISION r DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date. January 11, 1998 Permit Applicant:, Doug and Aloma Hughes Attn: Steven D. Smith 11 Dawn Court Oroville, CA 95965 With reference to the above subject, attached is: [X] Plan Check List ] Red Marked Calculations [ J Red Marked Plans [ ] Other Permit Number: 98-2934 Assessor Parcel #: 041-650-022 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required i [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton Date: January 11, 1998 Permit Applicant: Doug and Aloma Hughes Permit Number: 98-2934 Attn: Steven D. Smith Assessor Parcel #: 041-650-022 11 Dawn Court Oroville, CA 95965 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please provide a complete lateral analysis for this house. -2. You must have your foundation designed according to the geotechnical investigation done for Lime Saddle Ridge Estates. 3. Have the engineer put all requirements on the plans and stamp -and sign them. (2 sets.) RICII 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 Friday. Linda Sexton RESIDENTIAL PLAN CHECKING ,GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY— OWNER. 4LQ hiof BUIL DING r I a•HR.ra :.3 . PLAN CHECKER: _ L / — S — � q A P. NUMBER: :. � • G; 5 '-- - Zoning requirements: (side yards and number of permitted 4vm Valuation - Plans signed by designer. Proper description of work on application. Existing violations ,� on property. ..�' Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, ek). r ! - Recorded notice of violation. PLANO Complete parcel size and dimensions. Setbacks, side yards, easements etc. - Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form) Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E:C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. i Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet cearances d shower DETAILS:CTURAL 1. Conventional Constructior4edleesign Buildin tion 2326.5.4). 2. Standard bracing or en ' (Section 23 . 1.31. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. -M6 Retaining walls requiring design. -f "' Special Inspection requirements. M'� Header size. 17. Sheetrock nailing inspection required? July 1996 ... 3.2 LA 1LI<4US ITEMS TO LOOK OUT FOR* Stairway details: landings; rise_and run, head clearance, handrails (Section 1006). ; Guardrail details (Section 509) Brick or stone veneer. (Section 1403). }.3, Exterior plaster =weep aaeeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type -(fire re 'Foam insulation.— protcWo&— 36" balls and stairways. ,< Living area over garage - complete 146& separation i6jib6d ori'garage side including supporting walls and posts. + } Two exits on three - story dwellings (Section 1003). y Underfloor access and ventilation (Secticn 2317.7). ? Atticaccess and ventilation (Section 1505). Combustion air for furl burWng awliances - L.P.G. requirements. Noise requirements on duplexes Energy design Flashing at all exterior openings ible area requirements. � V C.D.F. respons lr 2• . . ... .-.. J . .r •,:.{ .s .t. _ .... , , r - •- yds - �Y v r� Y 1r .• ti`s!` • - mi�ittt-s: bCLA tvi- ?i+ July 1996 3.3 .1 1� `4 y GDA DMIIEERING, SURVEYING, PIANNOO 220 GRAND AVENUE OROVILLE, CA 9590 ' . (530) 53MM Sr2LIC T-11ML CAL(2 IZ /%jONS co�T2�cra2-• sT�vE,�/ . sM/rte eq vIlve-la, P� RNs X37'= oTi-/E2s ./_99A/ . SE -1-5M /C iE 01)(r = 3 E7(�OSlJ/Zr f3 1v1 E 7 -go P 2 1� l I° ��O-!, r 't -AR, 0001/ ''� �, �. s b. ��* Lib \. •� , iAl,Ab s SwttA CanaAvc!ten 520.977-7595 Uto 422969 f 1 Wa Ct. Of A. Col 9^-965 47 ? i I . � C � • Ga C �� I _— 1 00 U. l I° ��O-!, r 't -AR, 0001/ ''� �, �. s b. ��* Lib \. •� , iAl,Ab s SwttA CanaAvc!ten 520.977-7595 Uto 422969 f 1 Wa Ct. Of A. Col 9^-965 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95986 LO/�DS (530) 533-2068 -Roo C omp shy /e T24,1s-5 s Z'6)C Q5$ Gc/ f" /2 --3g 1,,ISVZ YZ " 4�vp 9ND ,AA 15 G. -e s'' P. L. L. L , 2, o yes ..5 2, /B, OPSF /x-10 •P5F 2.5 2•.� /o..15 p 7= Wllvo/s/Ps, )All t4D 14OUS6- A,�AX qj:- /BL,jA,egOe--MAX 14 r::' 9.0' P5 d, 6,z X 7pP e - A 3 6 7 X /,0. R5 = / 2, '947 9 9De,'5 -3// ` ODA ENGINEERING, SURVEYING. PLANNING .220 DRANO AVENUE OROVILLE, CA 95986 (530) M2088 . = l9 - 3 x / X 2, 75 J•�/�8 = D. /D3L�/ LATER L /JOSE) f / 5 XC 5/Fsn� ► C. pl A Z" /zyNSt� = 93 A/'. /8�s�� - 2�8?x /0,5P3r--�� O• /03 X0,103 171, =i l7' 7 �X 1,612 � t Z� 8�2 x /o, ��sF)� 7D X O, /03 = 15/, DIA -j= s9L4Arc-� ZIMxiv,5flo-103 =. 7/,7d/, GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 9900.5 Lir/E 3 2=/ 9/, 7 /� X 3 ��z = 325,9 V3,2 - LPI A W) = /g/, '7 ��i X _32/i = 32v9 �= 32.5`i -'2.5'= 3,9, 'd// 43 (p A ZS, -259 57� L )3 n/A rr) !L = 3z5y '� 9900.5 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 3axpzy 1. RooF ` SNEATN/�1G GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) F;.ql-2068 a e-.. Z� e - 'r Z- n ca e) _5 3 "x, L-, t7 4-- 3 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (5801511-2068 /fie -:5 L/ r/� Z ►.'u.// Zed F F Pv/ l ? 'v//a c_ x r j(/ `%-sj�C/ GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (53M Ll^lE 2 IZ = /e> l01/U YI/17 l-��All # A /2 = /QG �,/o -6,,9� = 3 7//a d 3259 use 'x/32 ��/ ►N/Bc�Co»i�nsr� @," EA. S /cia -v- _ dBDX 2- /-//-/e /-///E / -v- = 3 �/3 , 3 '% c./5 E 7�� /r c✓/Bch cornmo�/ e� �/ ° e� e� $nab 99oos 4 2 - L/-99 ODA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 85985 (530) 533-2068 pM .4 /D, 3 '� = i3 239 X 2.6 7 2.67�i>f(i X882 ND 44 I14112- IX CXo.tP 1Y q Mcr4,99 304, • 4 99ao r X b X2,67xZ,b. 17V GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE,,CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job A 99006 Dsgnr: KCL Date: 4:28PM, 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Rev: 51=1 -- Plywood Shear Wall & Footing Page Description LINE 1--8' PANEL General Information . # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nall Size 8d Wall Weight 10.000 psi Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.500 Stud Spacing 16.00 in " 6.O00ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 204.00 lbs at 6.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 68.00 #/ft 0.00 ft to 6.00 ft Choices for RIGHT Side of Wall to Footing..... Uniform Load # 2 170.00 #/ft HD2A w/2" long bolts, Capacity = 2055 lbs 0.00 ft to 6.00 ft HD2 w2" long bolts, Capacity = 2095 lbs Lateral Loads... HBBA w/1.5" long bolts, Capacity = 2275+Ibs HD2A w/2.5" long bolts, Capacity = 2585 lbs HDSA w/2" long bolts, Capacity = 2485 lbs Uniform Shear @ Top of Wall 343.30 #/ft 6.O00ft = 2,059.80 lbs Uniform Shear @ Top of Wall 0.00 #/ft " 6.O00ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# [Footing Past Left Edge of Wall 3.250 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft Rebar Cover 3.00 In Past Left Edge of Wall 3.250 ft f'c 2,250.00 psi Footing Length 12.500 ft Fy 40,000.00 psi RAin croAi Ac of 0.00140 Footing Width 1.50 ft Footing Thickness 13.50 In Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing Is 8d at 4 in @ Edges, 8d at 12 In @ Field Applied Shear = 352.6#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 18,788.5ft-#, Resisting Moment = 5,904.Oft-#, End Uplift = 2,147.42lbs Max. Soil Pressures: @ Left = 1,002.Opsf, @ Right = 1,114.4psf Footing Summary... Max. Footing Shear = 15.00psi, Allowable = 94.87psi -> OK Bending Reinforcement Req'd @ Left = 0.26in2, c@ Right = 0.28in2 Minimum Overturning Stability Ratio = 1.515: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HBBA w/1.5" long bolts, Capacity = 2275 lbs HD2A w/2" long bolts, Capacity = 2055 lbs HDSA w/2" long bolts, Capacity = 2485 lbs HD2 w2" long bolts, Capacity = 2095 lbs HD5 w/2" long bolts, Capacity = 2535 lbs HBBA w/1.5" long bolts, Capacity = 2275+Ibs HD2A w/2.5" long bolts, Capacity = 2585 lbs HDSA w/2" long bolts, Capacity = 2485 lbs " Y� A & c-- 3 2- "0' C, GDA ENGINEERING & SURVEYING Title: STEVE SMITH CONSTRUCTION Job 0 99006 220 GRAND AVE. Dsgnr: KCL Date: 4:28PM, 8 FEB 99 Description: HUGHES HOME OROVILLE, CA 95965 3526 SUNVIEW RD. 916-533-2068 Scope: LATERAL ANALYSIS FAX 916-533-3551 BEAM & FOOTING DESIGNS Plywood Shear Wall & Footing Page 2 Description LINE 1--6' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 3.930 ft 4.164 ft Soil Pressure @ LEFT Side of Footing 1,002.04 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,114.45 psf Moments... Actual Mu @ Left Wall Edge 5,915.96 ft-# 6,564.56 ft-# Actual Mu @ Right Wall Edge 1,356.87 ft-# 1,356.87 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 13.473 psi 2.999 Psi vu/.85 @ 'd' from Right Wall Edge 2.999 psi 15.001 psi Allowable Vn 94.868 psi 94.868 psi Overturning... Overturning Moment 21,168.34 ft-# 21,168.34 ft-# Resisting Moment 33,303.21 ft-# 32,079.21 ft-# Overturning Stability Ratio 1.573 :1 1.515 :1 J i GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job 0 99005 Osgnr: KCL Date: 4:3212M- 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Rw 610001 Plywood Shear Wall & Footing Page 1 Description LINE 1--6.5' PANEL General Information # Plywood Layers 1 Wall Length 6.500 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.385 Stud Spacing 16.00 In 6.500ft = 0.00 lbs Loads 0.00 lbs --� Vertical Loads... 0.00 lbs Point Load # 1 204.00 lbs at 0.00 ft Point Load # 2 102.00 lbs at 6.50 ft Point Load # 3 0.00 lbs at ft 145.00 pd Uniform Load # 1 68.00 #/ft 0.00 ft to 6.50 ft Choices for RIGHT Side of Wall to Footing..... Uniform Load # 2 170.00 #/ft HD2A w/2" long bolts, Capacity = 2055 lbs 0.00 ft to 6.50 ft HD2 w/2" long bolts, Capacity = 2095 lbs Lateral Loads... HB8A w/1.5" long bolts, Capacity = 2275' lbs HD2 w/2" long bolts, Capacity = 2095 lbs HD5A w/2" long bolts, Capacity = 2485 lbs Uniform Shear @ Top of Wall 343.30 #/ft 6.500 ft = 2,231.45 lbs Uniform Shear @ Top of Wall 0.00 Alt 6.500ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 3.000 ft Concrete Weight 145.00 pd Wall Length 6.500 ft Rebar Cover 3.00 In Past Left Edge of Wall 3.250 ft Vc 2,250.00 psi Footing Length 12.750 ft Fy 40,000.00 psi Footing Width 1.50 ft Min. Steel As % 0.00140 Footing Thickness 13.50 in 1 Summary 1 Design OK Wall Summary... Using 7/16" Thick Structural II on 1 side/s, Nailing Is 8d at 4 In @ Edges, 8d at 12 In @ Field Applied Shear = 352.6#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 20,354.2ft-#, Resisting Moment = 7,592.Oft-#, End Uplift = 1,963.42lbs Max. Soil Pressures: @ Left = 1,157.3psf, @ Right = 1,045.2psf Footing Summary... Max. Footing Shear = 14.27psi, Allowable = 94.87psi -> OK Bending Reinforcement Req'd @ Left = 0.26in2, @ Right = 0.271n2 Minimum Overtuming Stability Ratio = 1.517: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD5A w/1.5" long bolts, Capacity = 1870 lbs HD2A w/2" long bolts, Capacity = 2055 lbs HD5 w/1.5" long bolts, Capacity = 1930 lbs HD2 w/2" long bolts, Capacity = 2095 lbs HD2A w/2" long bolts, Capacity = 2055 lbs HB8A w/1.5" long bolts, Capacity = 2275' lbs HD2 w/2" long bolts, Capacity = 2095 lbs HD5A w/2" long bolts, Capacity = 2485 lbs e GDA ENGINEERING & SURVEYING Tltle*: STEVE'SMITH CONSTRUCTION Job 0 99005 / 220 GRAND AVE. Dsgnr: KCL bate: 4:32PM,, 8 FEB W Description: HUGHES HOME OROVILLE, CA 95965 3526 SUNVIEW RD. 916-533-2068 Scope: LATERAL ANALYSIS FAX 916-533-3551 BEAM & FOOTING DESIGNS Rev: 510001 Plywood Shear Wall & Footing Page 2 Description LINE 1--6.5' PANEL - Footing Analysis Lateral Forces Acting In Direction Soil Pressures... To Left... To Right... Ecc, of Resultant @ Footing Centerline 4.241 ft 4.012 ft Soil Pressure @ LEFT Side of Footing 1,157.32 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,045.20 psf Moments... Actual Mu @ Left Wall Edge 6,012.59 ft-# 6,271.76 ft-# Actual Mu @ Right Wali Edge 1,252.49 ft-# 1,156.15 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 14.074 psi 2.599 psi vu/.85 @ 'd' from Right Wall Edge 2.999 psi 14.270 psi Allowable Vn 94.868 psi 94.868 psi Overturning... Overturning Moment 22,932.37 ft-# 22,932.37 ft-# Resisting Moment 34,794.51 ft-# 36,067.01 ft-# Overturning Stability Ratio 1.517 :1 1.573:1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job # 99005 Dsgnr: KCL Date: 3:27PM, 8 FEB 99 L� Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Ray: 510001 Plywood Shear Wall & Footing Page 1' Description LINE 1--9' PANEL General Information # Plywood Layers 1 Wall Length 9.000 ft End Post Dimension 3.00 In Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 7/16" Ht / Length 1.000 Stud Spacing 16.00 in 9.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 102.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft -- Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 68.00 #/ft 0.00 ft to 9.00 ft Uniform Load # 2 170.00 #/ft 0.00 ft to 9.00 ft Lateral Loads... Uniform Shear @ Top of Wall 343.30 #/ft 9.000ft = 3,089.70 lbs Uniform Shear @ Top of Wall 0.00 #/ft 9.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing - ------------------ -- Past Left Edge of Wall 3.000 ft Concrete Weight . 145.00 pcf Wall Length 9.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 3.000 ft f'c 2,250.00 psi Footing Length 15.000 ft Fy 40,000.00 psi Min. Steel As % 0.00140 Footing Width 1.50 ft Footing Thickness 12.25 in Design OK Wall Summary... Using 7/16" Thick Structural 11 on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 352.6#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 28,182.7ft-#, Resisting Moment = 13,284.Oft-#, End Uplift = 1,655.42lbs Max. Soil Pressures: @ Left = 1,132.1 psf, @ Right = 1,070.7psf Footing Summary... Max. Footing Shear = 17.16psi, Allowable = 94.87psi -> OK Bending Reinforcement Req'd @ Left = 0.30in2, @ Right = 0.28in2 Minimum Overturning Stability Ratio = 1.509: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD6 w/2.5" long bolts, Capacity = 4650 lbs HD1 OA w/1.5" long bolts, Capacity = 3945 lbs HB8A w/3.5" long bolts, Capacity = 5100 lbs HD5A w/5.5" long bolts, Capacity = 3980 lbs HD7 w/2.5" long bolts, Capacity = 5340 lbs HD5A w/3.5" long bolts, Capacity = 401 Q lbs HB8A w/5.5" long bolts, Capacity = 5510 lbs HD5 w/5.5" long bolts, Capacity = 4040 lbs h"0 AeC Z 7 OC - Yo to/ Al 'GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Raw. 510001 Description. LINE 1--9' PANEL Title: STEVE SMITH CONSTRUCTION Job 0 99005 Dsgnr: KCL Date: 3:27PM, 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Plywood Shear Wall & Footing Page 2 Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 4.994 ft 4.850 ft Soil Pressure @ LEFT Side of Footing 1,132.08 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,070.66 psf Moments... Actual Mu cQ Left Wall Edge 6,169.46 ft-# 5,834.64 ft-# Actual Mu @ Right Wall Edge 1,049.10 ft-# 1,049.10 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 17.158 psi 2.848 psi vu/.85 @ 'd' from Right Wall Edge 2.848 psi 16.206 psi Allowable Vn 94.868 psi 94.868 psi Overturning... Moment 31,421.97 ft-# 31,421.97 ft-# Resisting Moment 47,424.52 ft-# 48,342.52 ft-# Overturning Stability Ratio 1.509 :1 1.538:1 J GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job #99005 Dsgnr: KCL Date: 3:5313M, 8FEB99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope: LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Rev. 510001 - Plywood Shear Wall & Footing - _ Page 1 Description LINE 2--4' PANEL General Information # Plywood Layers 1 Wall Length 4.000 ft End Post Dimension 3.00 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 1/2" Ht/Length 2.250 Stud Spacing 16.00 in 4.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 68.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 170.00 WR 0.00 ft to 4.00 ft Lateral Loads... Uniform Shear @ Top of Wall 468.00 #/ft 4.000ft = 1,872.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 4.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 4.000 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 In Past Left Edge of Wall 4.000 ft f'c 2,250.00 psi Footing Length 12.000 ft Fy 40,000.00 psi Min Rtael As 0/6 0.00140 Footing Width 1.75 ft Footing Thickness 13.75 in Design OK Wall Summary... Using 1/2" Thick Structural 11 on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 477.3#/ft, Capacity = 490.000#/ft -> OK Wall Overturning = 17,014.9ft-#, Resisting Moment = 2,624.Oft-#, End Uplift = 3,597.72lbs Max. Soil Pressures: @ Left = 914.3psf, @ Right = 914.3psf Footing Summary... Max. Footing Shear = 14.09psi, Allowable = 94.87psi -> OK Bending Reinforcement Req'd (g Left = 0.341n2, @ Right = 0.341n2 Minimum Overturning Stability Ratio = 1.500: 1 Simpson Hold Down Options _ _ - 1 Choices for LEFT Side of Wall to Footing..... H88A w/2.5" long bolts, Capacity = 3685 lbs HD5A w/3" long bolts, Capacity = 3705 lbs HD5 w/3" long bolts, Capacity = 3745 lbs HD6 w/2" long bolts, Capacity = 3780 lbs Choices for RIGHT Side of Wall to Footing..... HB8A w/2.6" long bolts, Capacity = 3685 lbs HD5A w/3" long bolts, Capacity = 3705 lbs HD5 w/3" long bolts, Capacity = 3745 lbs HD6 w/2" long bolts, Capacity = 3780 lbs � "orAL 2 GDA ENGINEtRING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 610001 Description LINE 2--4' PANEL Footing Analysis Title : STEVE SMITH CONSTRUCTION Job #99005 /N Dsgnr: KCL Date: 3:53PM, 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope: LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Plywood Shear Wall & Footing Page 2 Soil Pressures... Ecc, of Resultant @ Footing Centerline Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears... vu/.85 @ 'd' from Left Wall Edge vu/.85 @ 'd' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio Lateral Forces Acting in Direction To Left... To Right... 4.000 ft 4.000 ft 914.31 psf 0.00 psf 0.00 psf 914.31 psf 8,233.93 ft-# 8,233.93 ft-# 2,442.34 ft-# 2,442.34 ft-# 14.089 psi 4.143 psi 94.868 psi 19,202.35 ft- # 28,806.38 ft-# 1.500 :1 4.143 psi 14.089 psi 94.868 psi 19,202.35 ft-# 28,806.38 ft-# 1.500:1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job # 99005 Dsgnr: KCL Date: 3:41 PM` 8 FEB 99 %19 Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM & FOOTING DESIGNS Rev. s,000, Plywood Shear Wall & Footing Page 1 Description LINE 3---2'8" PANEL General Information # Plywood Layers 2 Wall Length 2.670 ft End Post Dimension 3.00 in Plywood Grade Structural I Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 10d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 1/2" Ht / Length 3.371 Stud Spacing 16.00 in 2.670 ft = 814.75 lbs Loads 0.00 lbs Vertical Loads... Point Load # 1 612.00 lbs Point Load # 2 0.00 lbs Point Load # 3 0.00 lbs at 2.67 ft at 0.00 ft at ft Uniform Load # 1 68.00 #/ft 0.00 ft to 2.67 ft Uniform Load # 2 653.00 #/ft 0.00 ft to 2.67 ft Lateral Loads... Uniform Shear @ Top of Wall 309.85 #/ft 2.670 ft = 827.30 lbs Uniform Shear @ Top of Wall 305.15 #/ft 2.670 ft = 814.75 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 2.500 ft Concrete Weight 145.00 pcf Wall Length 2.670 ft Rebar Cover 3.00 In Past Left Edge of Wall 2.750 ft f'c 2,500.00 psi Footing Length 7.920 ft Fy 40,000.00 psi Footing Width 2.50 ft Min. Steel As % 0.00140 Footing Thickness 18.00 In Design OK Wall Summary... Using 1/2" Thick Structural I on 2 side/s, Nailing is 10d at 6 in @ Edges, 10d at 12 In @ Field Applied Shear = 624.3#/ft, Capacity = 680.000#/ft -> OK Wall Overturning = 14,889.8ft-#, Resisting Moment = 2,890.8ft-0, End Uplift = 4,494.03lbs Max. Soil Pressures: @ Left = 1,201.1 psf, @ Right = 1,312.9psf Footing Summary... Max. Footing Shear = 6.78psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.63in2, @ Right = 0.631n2 Minimum Overturning Stability Ratio = 1.586: 1 Simpson Hold Down Options ._ _ Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD6 w/2.5" long bolts, Capacity = 4650 lb9-d4-- HD10A w/1.5" long bolts, Capacity = 3945 lbs HB8A w/3.5" long bolts, Capacity = 5100 lbs HD5A w/5.5" long bolts, Cap'''acity = 3980 lbs HD7 w/2.5" long bolts, Capacity = 5340 lbs HD5A w/3.5" long bolts, Capacity = 401CObs HB8A w/5.5" long bolts, Capacity = 5510 lbs HD5 w/5.5" long bolts, Capacity = 4040 lbs I Y11-0;1 A62 2- r -P i GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job # 99006 Dsgnr: KCL Date: 3:41 PM, 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS Plywood Shear Wall & Footing Page 2 Description LINE 3---2'8" PANEL Footing Analysis Lateral Forces Acting In Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.389 ft 2.521 ft Soil Pressure @ LEFT Side of Footing 1,202.10 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,312.93 psi Moments... Actual Mu @ Left Wall Edge 6,645.19 ft-# 8,499.27 ft-# Actual Mu @ Right Wall Edge 1,962.60 ft-# 1,784.18 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 4.794 psi 1.119 psi vu/.85 @ 'd' from Right Wall Edge 1.493 psi 6.780 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 17,390.03 ft-# 17,390.03 ft-# Resisting Moment 28,521.97 ft-# 27,582.28 ft-# Overturning Stability Ratio 1.640 :1 1.588:1 A GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev.. 510001 Title: STEVE SMITH CONSTRUCTION Job # 99005 Dsgnr: KCl Date: 3:44PM, 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope: LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS General Timber Beam Description GARAGE DOOR HEADER - Page 1 General Information Max Stress Ratio Section Name 4x12 : 1 Center Span 19.00 ft .....Lu 18.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 In Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir-. Larch (North), No.1 3.3 k Max. Positive Moment Max. Negative Moment Fb Base Allow 1,300.0 psi Bm Wt. Added to Loads Fv Allow 85.0 psi Load Dur. Factor 1.000 Fc Allow 625.0 psi Beam End Fixity pin -pin E 1,600.0 ksi Wood Density 34.000 pcf Max 1.04 k Uniform Loads Fv 85.00 psi Right DL 0.73 k Uniform Loads Over Full Span 1.04 k Center DL 68.00 #/ft LL 32.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 19.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pln-Pin Max Stress Ratio 0.589 : 1 Maximum Moment 4.9 k -ft Maximum Shear * 1.5 1.4 k Allowable 8.4 k -ft Allowable 3.3 k Max. Positive Moment Max. Negative Moment 4.93 k -ft 0.00k -ft at 9.500 at 0.000 ft Shear: ft @ Left @ Right 1.04 k 1.04 k Max @ Left Support Max @ Right Support Max. M allow 0.00k -ft 0.00k -ft 8.37Reactions... Camber: @ Left @ Center @ Right 0.000 in 0.5121n 0.000 in fb 801.65 psi fv 35.76 psi Left DL 0.73 k Max 1.04 k Fb 1,360.67 psi Fv 85.00 psi Right DL 0.73 k Max 1.04 k Deflections Center Span... Deflection Dead Load -0.341 in Total Load -0.482 in Left Cantilever... Deflection Dead Load 0.000 in Total Load 0.000 in ...Location 9.500 ft . 9.500 ft ...Length/Defl 0.0 0.0 ...Length/Deft 668.4 472.72 Right Cantilever... Deflection 0.000 In 0.000 In ... Length/Defl 0.0 0.0 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: STEVE SMITH CONSTRUCTION Job A 99005 Dsgnr: KCL Date: 3:44PM, 8 FEB 99 Description : HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM & FOOTING DESIGNS Rev: 510001 General Timber Beam Page 2 Description GARAGE DOOR HEADER Stress Calcs Bending Analysis Ck 28.452 Rb 13.963 Sxx 73.828 in3 Area 39.375 in2 f 1 100 C Max Moment Sxx Req'd Allowable fb @ Center 4.93 k -ft 43.50 in3 1,360.67 psi @ Left Support 0.00 k -ft 0.00 in3 1,430.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,430.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.41 k 1.41 k Area Required 16.564 in2 16.564 in2 Fv: Allowable 85.00 psi 85.00 psi Bearing @ Supports Max. Left Reaction 1.04 k Bearing Length Req'd 0.475 in Max. Right Reaction 1.04 k Bearing Length Req'd 0.475 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.04 k 0.0000 In @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in GDA ENGINEERING & SURVEYING 220 GRAND AVE. . OROVILLE, CA 95966 916-533-2068 FAX 916-533-3651 Row. 510001 Title: STEVE SMITH CONSTRUCTION Job 0 99006 y Dsgnr: KCL Date: 3:43PM, 8 FEB 99 Description: HUGHES HOME 3526 SUNVIEW RD. Scope : LATERAL ANALYSIS BEAM 8 FOOTING DESIGNS General Timber Beam Page t Description GARAGE DOOR HEADER - General Information Section Name 5.125x10.5 Center Span 18.00 ft .....Lu 18.00 ft Beam Width 5.125 In Left Cantilever ft .....Lu 0.00 ft Beam Depth 10.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir - Larch (North), No.1 Fb Base Allow 1,300.0 psi Bm Wt. Added to Loads Fv Allow 85.0 psi Load Dur. Factor 1.000 Fc Allow 625.0 psi Beam End Fixity Pin -Pin E 1,600.0 ksl Wood Density 34.000 pcf 4.56 k -ft at 9.000 Uniform Loads @ Left 1.01 k Uniform Loads Over Full Span 0.00 k -ft at 0.000 Center DL 68.00 #/ft LL 32.00 #/ft Left Cantilever DL #/ft LL #/ft ,Right Cantilever DL #/ft LL #/ft Summary.' .. Beam Design OK Span= 18.00ft, Beam Width = 5.125in x Depth=10.5in, Ends are Pin -Pin Max Stress Ratio 0.451 :1 Maximum Moment 4.6 k -ft Maximum Shear • 1.5 1.4 k Allowable 10.1 k -ft Allowable 4.6 k Max. Positive Moment 4.56 k -ft at 9.000 ft Shear: @ Left 1.01 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.01 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 In Max @ Right Support 0.00k -ft @ Center 0.361 In Max. Mallow • 10.13Reactions... @ Right 0.000 In fb 581.65 psi fv 25.56 psi Left DL 0.73 k Max 1.01 k Fb 1,290.88 psi Fv 85.00 psi Right DL 0.73 k Max 1.01 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.241 in -0.337 in Deflection 0.000 in 0.000 In ...Location 9.000 ft 9.000 ft ...Length/Deft 0.0 0.0 ...Length/Defl 896.4 641.87 Right Cantilever... Deflection 0.000 in- 0.000 In ...Length/Deft 0.0 0.0 a A .T %h , ' GDA ENGINEERING & SURVEYING Title: STEVE SMITH CONSTRUCTION "; Job 0 9.9006: • J` 220 GRAND AVE. Dsgnr: KCL Date: 1:4313M.,8 FEB 99 t Description :HUGHES HOME OROVILLE, CA 95965 3526 SUNVIEW RD. 916-533-2068 Scope: LATERAL ANALYSIS j FAX 916-533-3551 BEAM & FOOTING DESIGNS Rov; 610001 General Timber Beam Page - 2 , .. Description GARAGE DOOR -HEADER ' Stress Calcs Bending Analysis Ck 28.452 Rb 9.•171 Sxx 94.172 in3 Area 53.813 in2 ti Cf 1.000 Max Moment Sxx Req'd Allowable fb i Center 4.56 k -ft 42.43 in3 1,290.88 psi Left Support 0.00 k -ft 0.00 in3 1,300.00 psl Right Support 0.00 k -ft 0.00 in3 1,300.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.38 k 1.38 k Area Required 16:182 In2 16.182 Int Fv: Allowable 85.00 psi 85.00 psi Bearing @ Supports Max. Left Reaction 1.01 k Bearing Length Req'd 0.317 In ; Max. Right Reaction .1.01 k Bearing Length Req'd 0.317 In Query. Values M, V, & D @ Specifled Locations Moment Shear Deflection Center Span Location = 0.00 ft 0.00 k -ft 1.01 k 0.0000 In Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 In Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 In .T %h , Hardiplank' Hardipanel" Hardiplank and Hardipanel exterior sidings give all the installation options you need for exterior walls, gables and basements. They're also ideal for remodeling and residing older homes and blend perfectly with other building materials. a Lightweight Hardie fiber -reinforced cement exterior sidings won't rot and are immune to water damage, salt spray, termite attack and hurricane force winds. F- Hardipanel vertical siding is a durable, fiber -reinforced cement sheet. Tough and flexible, it's ideal for many general exterior building pur- poses, including walls, porches �. and gable ends. With excellent structural and impact properties it is able to be used as a shear panel. Hardiplank is the resilient lap siding with the durability of concrete and the look and warmth o� � � of wood. It's recommended for residential and light commercial applications including fencing and exterior screens. Hardie sidings may be used where noncombustible construction is required. �' •;, They have been tested in accordance with d" V -I ASTM Test .Method E-136. And, maybe best of all, they're the only masonry exteriors less expensive than stucco. Hardiplank and Hardipanel: When you only want to do the job once. Basic Composition/Size Portland cement, ground sand, cellulose fiber, selected additives and water. Hardiplank and Hardipanel sidings contain no asbestos, fiberglass, or formaldehyde. Approvals Hardiplank lap siding and Hardipanel vertical siding are recognized as an exterior substrate in Council of American Building Officials (CABO)- (BOCA. ICBO, SBCCI) National Evaluation Service, Inc. Report No. NER-405. City of Los Angeles, Research Report No. 24662: Metro Dade County, Florida, Acceptance No. 91-0917- 11. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Durability Hardie's fiber cement building products are autoclaved, will not rot and are immune to permanent water damage, salt spray, termite attack and hurricane force winds. Flexural Strength Typical, based on Equilibrium Moisture Content. Along direction of sheet: 1850 psi Across direction of sheet: 2500 psi ASTM C1185 Non -Combustibility Hardiplank and Hardipanel sidings are noncombustible and show no flame support or loss of integrity when tested in accordance with ASTM test method E-136. Surface Burning Capabilities When tested in accordance with ASTM test method E-84: Flame Spread....................................................0 Fuel Contributed................................................0 Smoke Developed.............................................5 Thermal Resistance (Approximate values) V thick: R = 0.15 lhe' thick: R = 0.18 Warranty Zh Hardie's exterior, siding products are protected by a 50 -year Transferable Limited Product Warranty. Copies are availaA wherever Hardie products are sold. Hardipanel Framing Requirements Hardipanel vertical siding may be installed over either wood or metal framing complying with the local Building Code, including the use of vapor barriers where required. Framing members must have a minimum 1'/2' face and be straight, true, of uniform dimensions and properly aligned. The maximum variation in alignment shall be 1/8' in 10 linear feet. Blocking must be installed between studs where Hardipanel siding joints will fall. For wood framing, use nominal 2" x 4" lumber that has been selected to minimize shrinkage. Metal framing shall be a minimum 20 gauge 3 6/8' C -stud. Space studs at 16" or 24" o.c. with tops and bottoms securely attached to plates. Refer to Tables I and II for specific framing requirements. Fasteners shall be placed no closer than 3/8 from sheet edges and no closer than 2" from sheet corners. (see Fig. No. 5) —� r•-2" MIN. FROM CORNERS . . . . . . . I I . . . . . 8" Figure No. 5 Fastener Types and Sizes Use the fasteners described in Tables I and II to attach Hardipanel vertical siding when specific shear values and wind loading capabilities are required. In all cases, screws and nails shall be corrosion resistant and the following minimum lengths: "Nails 11/; for 1/; Hardipanel Siding, or 11/2 for s/Is' Hardipanel Siding "Screws Sufficient Length to penetrate at least 1" into wood or three threads into metal framing. Joining Methods Hardipanel vertical siding is installed vertically to walls with joints over studs. Hardipanel stucco must be installed with the trowel texture sweeping upward to give the correct stucco appearance. Joints are fastened by abutting edges. Sizes Thicknesses: V, (5/1e' special order only) Sheet Sizes .......................... 4' x 8', 4' x 9', 4'x 10' 1 Wood must be Group I or II species oNy. ;Wood are reduced by 10 mph when Hardolank rep tiding is installed with ON stud splice Table No. I Shear Values Allowable Loads in Pounds Per Llndal Foot. For Panel Shear Walls ' e Product Maximum Wind Pressure or Suction Loadings Stud Fastener Product Fastener Fastener Stud Hei hi of Maximum Basic Product Thickness Fastener Spacing Frame Spacing But d-eg Wind Speed (MPH) Type (inches) Type (inches) Types' (inches) (Feet) to Exposure Category .1, No I I ga. x long 16 8 24 2 x 4 wood 6 180 B C Hardipanel 11. ad common B` 2 x 4 wood 16 20 90 4 edge 265 I'/,' long long 12 held 0 60 - 16 8 24 --- 2 x e wood w!46' -- 3 edge 295 galvan,zed roofing nail 60 70 - -'/•, 4d cannon nail --- 16 6 24 —� 2 X 4 wood ---- 24 20 70 - 1/•, 6d common nail --� -- 44 - 6 edge Hardipanel 'l. No I I ga 17, 6 2 X 4 wood 16 20 Ito 80 16 2 X 4 wood long Gaa vanizetl 200 galvanized roofing na4 0 0 1h, roo7ing nail 16 ----- 2 X 4 wood 4 edge 100 g0 70 12 held 'b, No I I ga. x 1'1,' long Iso 80 70 340 galvanized roofing nail _ mid -height blocking 6'. 200 6o - 16 8 24 No. 20 ga x 3'/,' 8 125 24 20 60 - 11•s Noa•18 x 1'1,' long 16 - No. 20 go x 3'4' - 6 40 80 S• 12" Green Hanel" stress x 11!,' metal C•stud 'An board edges must be supported by framing, Panels are spoil d With the long dimensions either persllal or perpe^Samr to saxM. 100 70 Ha,dipanel '/, No I I ga 17, 4 otl e 2 it 4 wood 16 20 120 90 long gahanized 12 field 40 120 90 r00hng nail 100 too 80 200 go 70 Hardipanel -- 'L•, - -_-- Ad common --.--.- 8 _---.--2 it 4 wood 16 40 110 80 t'/i long100 90 70 150 60 - 24 2200 Bo 0 80 - 60 70 - Hardipanel '/„ cid common 6 edge 2 x 4 wood 16 40 120 go t'/i long 12 field 100 100 0 200 90 70 Hardipanel 'l. No. 8.18 x 1'1s' 6 No. 20 ga. 16 20 120 90 long S. 12'" x 31/,'x 1/i 0 1 0 90 Green Homes" metal C -stud 60 100 8o screws too g0 80 150 90 70 200 0 70 24 20 g0 10 40 80 - 100 70 - Hardiplank 11„ 6d common Through 2 x 4 wood. 16 20 130' 100' 7'/i. 8'. 9'li 2' long _ overlap 40 120' 90' 60110' 90' 100 120' 90' 200 90' 01 24 20 110' 70' 40 90'70' 60 601 701 100 80' -' 200 70' -' Hardiplank '/,s 6d common Through 2 x 4 wood 166 24 20 80 - 12' 2' long overlap 40 70 - Hardiplank 1/1. No. 11 ga 1'L' Through 2 x 4 wood 16 20 110 90 7'1i.8%9'li longpalvanizeo top edge 40 100 0 70 w/os/splice rolmg nail of plank t00 200 90 80 70 Hardiplank 'ls No. 8.18x 2'h' Through No. 16 a 16824 �n ens - 71i.11%9'11.12' long S•12" overlap x31/1 x4li 40 60 - Green Hornel"screws metal Gstud 100 70' - Hardiplank 'cis No 8.18. VW Through No. 20 a 16 20 120 90 7'11.6'.9',; long S•12" ton, top edge x 31/1 a 1'li 40 110 90 screws 01 plank metal C•stud 60 too 100 90 80 80 ISO 90 70 200 80 70 Wood must be Group I or II species oNy. ;Wood are reduced by 10 mph when Hardolank rep tiding is installed with ON stud splice Table No. It Shear Values Allowable Loads in Pounds Per Llndal Foot. For Panel Shear Walls ' e Product Stud Fastener Th ckness Fastener Spacing Spac'uuqq (inchosl Size 8 Typo (inches, Stud Type' (intnee) Sneer Varus had commonnail --- -^ 16 8 24 2 x 4 wood ----- 8 too Vh I long .1, No I I ga. x long 16 8 24 2 x 4 wood 6 180 galvanized oofing anized rnail No I t ga x l71, long 16 6 2.1 2 X 4 wood 4 edge 265 galvanized roofing nail 12 held - 7, No II ga x 1'L' long--- -- 16 8 24 --- 2 x e wood w!46' -- 3 edge 295 galvan,zed roofing nail mid•heighl blocking 6 help -'/•, 4d cannon nail --- 16 6 24 —� 2 X 4 wood ---- B 100 17: lo^9 1/•, 6d common nail --� -- 16& 24 2 X 4 wood 6 edge 145 I'h' long 12 field N•s NO I I ga x 1'1,' long ----• 16 2 X 4 wood 6 200 galvanized roofing na4 1h, No I I ga x 17, • long--- 16 ----- 2 X 4 wood 4 edge 280 -- ga'vamzed roofing na-1 12 held 'b, No I I ga. x 1'1,' long 16 2 X 4 wood w/48 4 edge 340 galvanized roofing nail _ mid -height blocking 6'. 'h No 8.18 x V/,' long, 16 8 24 No. 20 ga x 3'/,' 8 125 S. 12 Green Hanet'' screws x 111,' metal C.' No 11•s Noa•18 x 1'1,' long 16 - No. 20 go x 3'4' - 6 160 S• 12" Green Hanel" stress x 11!,' metal C•stud 'An board edges must be supported by framing, Panels are spoil d With the long dimensions either persllal or perpe^Samr to saxM. + The maAmum hephl-Wegth ratio for construction h this Table Ie I'll to 1. ' Wood must be Grmp 1 or Group a species Only. qg -293y AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 . COPY of Document Recorded 08 -Mar -1999 1999-0009779 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting Which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County, of Butte, State of California, described as follows: LOT 36, AS SHOWN ON THAT CERTAIN MAP ESTATES, A PLANNED UNIT DEVELOPMENT" IA TriE OFFICE ' OF ''THE; RECORDER OF THE OF CALIFORNIA, ON DECEMBER 29, 1994, PAGE(S) 60,61,62,63, AND 64. Date: -a� PROPERTY OWNERS: State of California ) County of On before me, ENTITLED "MOUNTAIN OAKS :. WHICH MAP WAS RECORDED COUNTY OF BUTTE, STATE IN BOOK 135 OF MAPS, AT ALOMA R. HUGHES personally appeared L �- \ - \�\\� �.��- personally known to me (or proved to me on the basis of satisfactory evidence) to he the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of w it t rs n ) acted, executed the instrument. WITNESS my hand and official seal. ANGELA D. MAUELOTTO commkslon Notay Pubic /1193925 Mh CPS1 ��\- • �`��y�\\�� e SignatuSeal: UK. 16, 2f�2 10 re ��, A. P.:: LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS DOUG AND ALOMA HUGHES NAME PRINT LAST NAME FIRST ADDRESS / LOCATION: Building Permit No. 98-2934 SF A.P. NUMBER 041-65-0-022 COUNTY ZONING DESIGNATION: PUD FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PR OR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: Z 9 LOT ?;'(P BOOK PAGE d 4 T COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES D� NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. "X 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. ,Y,7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the `�/' parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be coristructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall. be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte :County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22 23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE .� 3IM �p �a (INV. nr 8661 b kIEtW ENGINEERING SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 February 9, 1999 Butte County Building Department 7 County Center Drive Oroville, CA 95965 ATTN: Mr. Mike Vierra RE: Proposed Home - Hughes 3526 Sunview Rd. Paradise, CA APN: 41-65-22 Dear Mr. Vierra; We have reviewed the truss calculations/design prepared by Longfellow Lumber Co., Inc. for Smith Construction for the referenced house. The loads used for the design, as well as the design, appear to meet the needs of construction and the UBC. Sincer y, nnet . Le GDA Engineering, Surveying, Planning KCL/dl file: 99005.Itr KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. J CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R' ..Project. Title....._....._....,..,.The. Hughes _Home . .. ,...._,... ,.,_ Date...........„ 12/_09:/..9.8,,.. Project Address........ Sunview Road******* D Oroville *v4.50* / Documentation Author... Marty Runnells ******* Bui din Pe m t Energy Calculation Services O � % - y 9 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........... 11 _,,_..t, 1. - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98230S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2838 sf Single Family Detached New Front Facing 270 deg (W) 1 1 Slab On Grade 13.2 a of floor area 0.65 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 Wall Wood R-17.8 R-0 R-17.8 0.061 Door n/a R-0 R-n/a R-0 0.330 SlabEdge n/a R-0 R-n/a R-0 0.900 SlabEdge n/a R-0 R-n/a R-0 0.720 SlabEdge n/a R-0 R-n/a R-0 0.550 SlabEdge n/a R-0 R-n/a R-0 0.500 Roof n/a R-30 R-n/a R-30 0.031 FENESTRATION Orientation Window Front (SW) Window Front (W) Door Front (W) Window Front (W) Window Left (N) Window Back (E) Door Back (E) Door Back (E) Window Back (NE) Area U- (sf) Value 8 52.3 20.0 27 2 2 :. # of Interior Pan- Shading/ es Description FRONT, FRONT -RIGHT KNEE WALL, LEFT LEFT -FRONT, BACK BACK -LEFT, RIGHT TO GARAGE TO GARAGE TO EXTERIOR TO EXTERIOR TO GARAGE TO GARAGE TO ATTIC, VAULTED Over - Exterior hang/ Framing Shading Fins Type 0.650 2 Drapes.Std None None Vinyl 0.650 2 Drapes.Std None _Yes Vinyl 0.65�'-dt�JN�rL�r�a-s pes.Std None Yes Glz<50o . Std Std None None None None Vinyl Vinyl AGDr 'es.Std Vr None Yes Vinyl es.'Std � None Yes Wood ?0.6 6 0 Drapes.Std None Yes Glz<50o 650 2 Drapes.Std None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R _- Proiect Title........... The._Huahes..Home_ haft- 12/nA/AR MICROPAS4 v4.50 File -982305 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal Type f Exposed SlabOnGrade SlabOnGrade Equipment Type Gas ACSplit Yes No THERMAL MASS Area . _.,Thi.ckne.s s.... _. (sf) (in) Location/Comments 442 4.0 ENTRY/KITCHEN/BATHS/UTIL 2396 3.0 TYPICAL HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Attic R-4.2 Setback 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 .60 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R .........,...Proj,ect..Ti.t.le.,...._.......... The_ Hughes Home_..,_,.......,:,....<,,_._Date_.,,.......... .12/09/98 MICROPAS4 v4.50 File -982305 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal COMPLIANCE STATEMENT ,_.....-...Thi.s_.certificate .o.f comp1dance. list.s....the.building ..f.eatur..es.-and-_performance------ specifications .,.:_specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Steven Smith Company. Smith Construction Address. 11 Dawn Court Oroville CA 95965 Phone... � License. Signed. ( te) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date) DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 Signed.. /O ( te) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF-1R ....Project._T.it.le....... ...... The Hughes Home, _. ,....,.w .._ _ .._.Dat.e......._.....12/09/98 Project Address...... Documentation Author. Climate Zone........ Compliance Method... Sunview Road ******* Oroville *v4.50* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 11 _. MICROPAS4 v4.50 for 1995 Standards Building Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS4 v4.50 File -982305 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal 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 binding 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 manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. e/w 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 a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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 CHECKLIST: RESIDENTIAL Page 2 MF -1R Project. T,itle._..,,......,.....:... The Hughes Home ._ _..._.Date....... _,...,_12/09/98 MICROPAS4 v4.50 File -982305 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES _ Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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. V 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 installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. N q 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Loo, COMPUTER METHOD SUMMARY Page 1 C -2R Project -.Title,..... ......The Hughes. Home. .. ... .,,..... ...Date........ 12/09/,98 Project Address........ Sunview Road Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate.. Zone ........... 11 _ .. _ _ .= r> .. Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98230S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 13.51 14.30 -0.79 10.49 8.47 2.02 9.21 8.84 0.37 Total 33.21 31.61 1.60 j *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 2838 sf Single Family Detached New Front Facing 270 deg (W) 1 1 ReducedYear Slab On Grade 1 26328 cf 2838 sf 2838 sf 2838 sf 13.2 0 of floor area 0.65 Btu/hr-sf-F 9.3 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 2838 26328 1.00 Yes Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title. The -.Hughes, Home _ a . Date. . . . . . 12 /09 /...9.8 MICROPAS4 v4.50 File -98230S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal OPAQUE SURFACES Area ., U- Insul Act,...... Solar -, Form 3 , , - Location/. Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 362 0.065 19 270 90 Yes None FRONT 2 Wall 196 0.065 19 240 90 Yes None FRONT -RIGHT 3 Wall 69 0.065 19 270 90 Yes None KNEE WALL 4 Wall 115 0.065 19 270 90 Yes None KNEE WALL 5 Wall 430 0.06519 0 90 Yes None LEFT 6 Wall 16 0.065 19 330 90 Yes None LEFT -FRONT 7 Wall 236 0.065 19 90 90 Yes None BACK 8 Wall 112 0.065 19 60 90 Yes None BACK -LEFT 9 Wall 108 0.065 19 180 90 Yes None RIGHT 10 Wall 16 0.065 19 150 90 Yes None RIGHT 11 Wall 252 0.061 17.8 150 90 No WALL.RI9.GAR TO GARAGE 12 Door 20 0.330 0 150 90 No None TO GARAGE 13 Wall 46 0.065 19 180 90 Yes None KNEE WALL 14 Wall 21 0.065 19 150 90 Yes None KNEE WALL 19 Roof 1115 0.031 30 n/a 0 Yes None TO ATTIC 20 Roof 1774 0.031 30 270 14 Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 15 SlabEdge 37 0.900 R-0 No TO EXTERIOR 16 SlabEdge 182 0.720 R-0 No TO EXTERIOR 17 SlabEdge 6 0.550 R-0 No TO GARAGE 18 SlabEdge 28 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 20.0 2 Vinyl Slider 0.650 240 90 0.88 0.78 Drapes.Std 2 Window 8.0 2 Vinyl Slider 0.650 240 90 0.88 0.78 Drapes.Std 3 Window 20.0 2 Vinyl Slider 0.650 240 90 0.88 0.78 Drapes.Std 4 Window 30.0 2 Vinyl Slider 0.650 270 90 0.88 0.78 Drapes.Std 5 Window 6.7 2 __Vinyl Fixed 0.650 270 90 0.88 0.78 Drapes.Std 6 Door 20.0 2 Glz<50o Hinged 0.650 270 90 0.88 0.78 Drapes.Std 7 Window 6.7 2 Vinyl Fixed 0.650 270 90 0.88 0.78 Drapes.Std 8 Window 9.0 2 Vinyl Fixed 0.650 270 90 0.88 0.78 Drapes.Std 9 Window 27.5 2 Vinyl Slider 0.650 270, 90 0.88 0.78 Drapes.Std 10 Window 6.0 2 Vinyl Slider 0.650 0 90 0.88 0.78 Drapes.Std 11 Window 6.0 2 Vinyl Slider 0.650 0 90 0.88 0.78 Drapes.Std 12 Window 10.0 2 Vinyl Slider 0.650 0 90 0.88 0.78 Drapes.Std 13 Window 30.0 2 Vinyl Slider 0.650 90 90 0.88 0.78 Drapes.Std 14 Door 20.0 2 Wood Hinged 0.650 90 90 0.88 0.78 Drapes.Std 15 Door 17.0 2 Glz<50a Hinged 0.650 90 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title. . _.. ..,. The Hughes Home .. Date:...... 12/09/98 MICROPAS4 v4.50 File -98230S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal FENESTRATION SURFACES :# ofVent SC SC =Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 16 Window 30.0 2 Vinyl Slider 0.650 90 90 0.88 0.78 Drapes.Std 17 Window 30.0 2 Vinyl Slider 0.650 90 90 0.88 0.78 Drapes.Std 18 Door 17.0 2 Wood Hinged 0.650 90 90 0.88 0.78 Drapes.Std 19 Window 30.0 2 Vinyl Slider 0.650 60 90 0.88 0.78 Drapes.Std 20 Window 30.0 2 Vinyl Slider 0.650 60 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 4 Window 30.0 5 n/a 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.7 6.67 n/a 11 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 20.0 6.67 n/a 11 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.7 6.67 n/a 11 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 9.0 1.5 n/a 11 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 20.0 6.67 3 14 0 32 2.67 n/a n/a n/a n/a n/a n/a 15 Door 17.0 6.67 2.5 14 0 25 10 n/a n/a n/a n/a n/a n/a 16 Window 30.0 5 n/a 14 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 30.0 5 n/a 14 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 17.0 6.67 2.5 14 0 3.5 32 n/a n/a n/a n/a n/a n/a 19 Window 30.0 5 n/a 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 30.0 5 n/a 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 442 4.0 28.0 0.98 R-0.0 ENTRY/KITCHEN/BATHS/UTIL. 2 S1abOnGrade 2396 3.0 28.0 0.98 R-2.0 TYPICAL HVAC SYSTEMS Minimum Duct Duct Duct System Type _. Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 0.830 ACSplit 10.00 SEER Attic R-4.2 0.810 COMPUTER METHOD SUMMARY Page 4 C -2R ,. Proiect..Title ........... The Huqhes Home Date.. .... 12/09/98 MICROPAS4 v4.50 File -98230S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal Tank Type 1 Storage WATER HEATING SYSTEMS Number. r Tank. in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .60 50 SPECIAL FEATURES/REMARKS External Insulation R -value We CONSTRUCTION ASSEMBLY Page 1 3R Project Title ............ The, Hughes Home.. . _ .. Date ........ 12/09/98 MICROPAS4 v4.50 File -98230S Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal Sketch of Construction Assembly Parallel Path Method Reference Name - WALL . R19 . GAR= Description .... Wall R-19 To Garage 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.'. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.IN.WLL Inside air film: heat sideways 1. GYP.0.63 0.625 in gypsum or plaster board 2c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 2f. FIR.2X6 2x6 fir 3. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing Cavity R -Value 0.68 0.56 17.80 0.45 0.68 20.17 Total Frame R -Value U -Value: (1 / 20.17 x 0.85) + (1 / 7.82 x 0.15) = 0.061 Btu/hr-sf-F Total R -Value: 1 / 0.061 = 16.30 hr-sf-F/Btu 0.68 0.56 5.45 0.45 0.68 7.82 HVAC SIZING Page 1 HVAC Project Title. The Hughes -Home Date. ;12/09/98 P t Add S4 R d ******* rojec ress........ unvieW oa Oroville *v4.50* Documentation Author... Marty Runnells ******* Building Permit # Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check Date Climate Zone ......... ,.... 11 _ - _ Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -982305 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2838 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. Volume .................. Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2838 sf 26328 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 270 deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16206 7145 Glazing Conduction ............... 9720 6318 Glazing Solar .................... n/a 8083 Infiltration ..................... 14975 6148 Internal Gain .................... n/a 2100 Ducts ............................ 4090 2979 Sensible Load .................... 44992 32773 Latent Load ...................... n/a 6555 Minimum Total Load 44992 39328 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.