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HomeMy WebLinkAbout064-060-013064-060-013 PERM SPICER, Robert tib, 14565 Coulter Way, Mag Cont: Pete Fox Builder New Single Family cid ■i■.■ii:�: iii:r ai NC;a WIN 111191141 lot i::i:il!/ U i M MA�ir Nonni ■■w.a■au1r. s.wwl 1��1■■■■� �-�:�� �G 00 NJ HHUMBas ■■■■■■■whim■■■■w e_ ■I -Z■ ■ 1UH-:ior inu s�i`' Mws::::::i i i:iii MUM, ME �F�� r.m.■■s■■.il■..1 r.+■■■.■■ ■ i� ■�A■ Uff 1,411,11114m: :::::v:;s:::'a;:=:: .eaff..■■ a ■■■ w»■r:-.■ ■■ ■. III ■■■■w- --. sar■■Ir■■■ ■wi■■ ■■W. . m40 M.■i ■.■■■■ ■■■; �* ■, .■ ■ ■.ter. 01111111 ■■.!■■ww.■.Ir.■■s■ Ill III ELI ■■ ■■■_ ■■.■!■■a■■■I��.r..l`�■■■■ ■ ■ www■■■08 son ■/■■m1a■■a'i■■w■■■ =■.w■r■lll i■■■ DAMMISAII ■M■■Now. w■ I+.A■www■■■■■ww■■wlMM.ti..i..l. MMii�riiiii�i::::::::a:;aii:a:aa'■�������,� 1:0008000010 WN.51l =111 :■ ■ OW: Irr/■r!■m! ■ ■:::" " : SIMMONSHUMImay■ ` OE:iia iwi...me-Imi;::�.0 • R ...--.. 1.■awww■ RESIDENTIAL C s _ 064-060-013 PERMIT#97-2340 SPICER, Robert PERMIT NO.14565 Coulter Way, Magalia Cont: Pete Fox Builder PERMIT EXPIF, New Single Family OWNER CONTR. ASSESSOR PARCEL LOCATION i 57M ��'7Z, OFFICE COPY Address GASy . < D` _ / Meter e ,Y ELECTRIC M Date OFFICE COPY ' Address/ Temp. Power P GAS Called PGS Mete By Date " ELECTRIC ��`,`� — Meter By D Temp. Elec. Sel _ Called PG&E Temp. Gas Service Called PG! JOB FINALED Signature V=OK O = Not OK - '=ttReaadylble NoMOBILE HOMES f Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CAD -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp Concrete 6. Gas; Location -Test -Wrap; / PLYt / "L or/ /'L9t/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Manage Line 3. Gas; MH Test Demand-Vahe Connector 4. Electricity; MH TestCrossowm-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-`! pe Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS -16 Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RequirementsSetbacks-Easements 2. Footings; SoilsSize-Dep"pacng-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps-Doore-Landings 12. Braced Wall, Panels Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3: Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GF1 5. Elec.; Pod Lighting; 15 Volts -GF] 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Eke.; Grounding; Equip, w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Nkshe nate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓= OK -f O=.gNotOK 7 RESIDENTIAL '- ' of Applicable * = Not Ready Date J. NDERFLOOR (Plans) OK except #'s f ZoningSetbacks-EasmentsFloodSlope 2. Ftg. ain Soils-Elec. Gmd. / P Fig. Depth 3. arage; SoilsSteel-Stec. Gmd/ C Ftg. Depth Ftg. Porches & Decks; SoilsSteel-/ C Fig. Depth 5. Stemwalls, Ma'n;'Steel-BlockoutslNrapped 6. Ste s, Garage; Steel-Blockouts0rapped old Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers-FireplaceF . I 9. D.W.V.; F itting-Test 2 Way C Sewer Test 10. UF. Gas Pipe; Size rs - Yard Ga ' mg; Size Test 11. Water Pipe• T -Anchors-RegulatorServi Test EI nderground 13.,Aenums & ; Clear a "alSup rt4ns. 14. Girde ills -Anchor Bol sts Ven ri s 15. Access & Ventilation 16. Insulation Date Card B-1LV Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except #s a_yWater Htr.; Vent -Access -Combustion Air Baffle 1 ater Pipe; Test & Anchor -Nail Protection 19e-f�W U+ Test Fittings & Anchor -Nail Protection Pan; Test, First Floor -Tub Access '"71. Test Tub & Shower, Second Floor -Tub Access as Pipe; Sae & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. RxWre & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors 2 ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. . Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 lance Circuts in Kitchen & Conductor Size GA ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -0v n Circ. / / ga Cu or AI Insulated Neutral f1 Yes n No 31. Service -Riser Conductors & Ground -Main Disconect quip. Clearances Panels -Motors -Meeh. Epuip. lothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support . Vent Fan, Exhaust above insulation 3 . Condensate Drain & Overflow, Size & Grade Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors ells Studs -Nailing Spacing & Braces -Plates -Sound .42 -_Bearing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) FiT Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Single & Duplex) Date FRAMING (Continued) gers .ost Caps -Anchors -Connectors Clin . Joist-Rftr. Ties-Purlin-Toff Brac.-TrussShting: Rfng. or Type A Flue replace Throat clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles drrm. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing rty Line Firewall & Openings 3 -Check Garage 3rd Story, 2 Exits r. lywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 556.-6teese sh-Drip Screed -Fd. Vents-Underfir. Access 59!13 zing Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 60. ce Interior / Exterior Wall Panels Ins,ulation-Wa IIs -Ceiling s -62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #s K. Ext Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conec[or- _JR-Garage; Above Floor -Ducts -Meth. Protection t ._0adroorn Exiting Of G F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 69�Stairs & Rails ireplace or Stove, Clearance -Hearth 7 . Elec. Outlets at Wood Panel, Int. & Ext. it Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73-151ec. Outlets & Recepticales at Kit. Counter 76.r—Garage; . Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor -Meeh. Protection ,Ib., Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage G.F.I. -Romex Protection Pf I sulation-Foam-Looked in Attic �Klpuard rails & Deck Construction -Post Caps lillf Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor 0 Yes ollowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings . Water Well, Disconnect, Electrical, Plumbing U --Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House /-Glass Protection ./Cprrections from Previous Inspections V. / as Test -Meters Tapped, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -. �'.�-��r�i��'�r:`SSr.... .-.a -.-.:�i�iilrit!�i#'"^7 ?�: �T'•i�T�__ y COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA o (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Si 1 C�, OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleasrcoact this office immediately. ` 1 aeo 2l" _ �Pr /,jrfs// 0,)elef' Ar ewe/ Date -f ✓ / L:; / Inspector REV10/92' - COUNTY OF BUTTE 4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Driye • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any.questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 COUNTY OF BUTTE w BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER ' PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. y 1-2 Date 1 Inspector REV 10/92 Y COUNTY OF BUTTE H'- BUILDIftmvISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oro i le, CA • (530)'538-7541 -CORRECTION NOTICE C- I?- 7-z3 OW ER _ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when,correction'of work is comXe leted'"�If you have any questions pertaining to this matter, or need additional explanation, tact this office immediately. z X11' �•�c�� Date REV 10/92 /e-7 6 vu -e-- 'T Inspector T COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE (5 P�c�2g� -Z3gn OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. S/sGllb� S Date / — ` v Inspector REV 10192 f , COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea a coruact this office immediately. Date . - C Inspector REV 10/92 rt ^COUNTY OF BUTTE f *6 : BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ,v A routine inspection indicates that the following violations of Butte County Ordinances exist at r the above addresr�and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact thisloffice immediately. SCq -10 2 w Date 5 - Z —�f Inspector 1 / REV 10/92 1 CERTIFICATION OF INSULATION . ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS [� (� ❑ P.O: BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT M ❑ 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 - t [:1'3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED r - ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM - FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D., MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS , R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS oit; DO KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION CONIRACTOR TITLE DATE MANAGER , SIGNATURE -GE OR Lr N CTO TITLE DATE- REMARKS: r • r SIC -303 BUILDER COPY COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96)' APPLICATION AND PERMIT �7-,;t-3t-ko ASSESSOR PARCEL NUMBER 64-06-013 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1495 R 80,730 OWNERS MAILING ADDRESS 34603 BRIDGEPORT CA MArAT.TA 672 U 12 096 CONTRACTOR'S NAME TELEPHONE 440 C 5,720 CONTRACTOR'S MAILING ADDRESS 14603 BRIDGEPORT CA. MAGALIA 959 CONSTRUCTION -LENDER LENDER'S MAILING ADDRESS FireplaceA 1,500 Total Valuation $ 100,046 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 643.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 417.95 BUILDING ADDRESS 14565 COULTER Energy Plan Checking Fee $ 23.00 MAGALIA $ PERMIT FEE 3 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF R3 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 1 7.00 63.00 Solar or heat -pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New Iff Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15-00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800O LESS Main Service 20.AOR. 23.001 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is iDIVII force and effect. 1W�-, License Class Lic. No. �L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law or the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING .00 S. OR ADONS. ( d ACC. BIDS. SO 3.5¢FT. 95.84 NEW CONST. MULTI.OUTLET NON -REBID. NC c @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFOcruREs 20@1.00BAL p .50 Ex. Occup. ourLETs RES D.LNSOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 118.8 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 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 2 4.00 8.00 PERMIT FEE $ 64.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisi ns of s tion 3700 of the Labor Code, I shall fo 'th comply wit� those isi X _ Date �� 4 Signature Applicant - ❑ wne Con rector ❑ A antAn OS ermit is required for excavations over 5' "deep and de o'tion or constructionof str c res over 3 stories in height. �3 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONS . TYPE 1476.29 V9 TOTAL FEE $ HAZ. X D. FE IMP X FLOOD X CDF X pAROEL X PD X HD X ISSUE This permit is hereby issued under the applicable provisions of the Butte Co ty Code and/or Resolutions to do work ir which fees have been paid. W',u Date[ PERMIT EXPIRES ON 3-%"-( � Date Receipt No. QG Z dG i WHITE-D.D.S.-B. D. CANARY -ASSESSOR 92 K -INSPECTOR GOLDEN ROD -APPLICANT LD16Flotf �l e'o '%� :.-�:'1.,`...+. -"'A.: . -,(" ` .rr�7*}r 7`� ,,.,�� tijr• ,F7F ,i- w:•�i+.•Tt COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; .CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLI� CION DATA SHEET OWNER o d e_ -v r spI ec eq_ASSESSOR PARCEL NUMBER: f qd 0/,3 Proposed Building Use: 3g. Building Inspector: 4 Date: At time of permit application, I was advised the following data must be submitted prior to permit process' g and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04 Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation.---------------------------------------------------- 7 -------------------------------------------------- 7Statement of Intent for Non -Heated and A/C Buildings:--------------------------------------------------------- ❑ 8. Hazardous Material Form. --------------------- --------------------------------------------------------------------- ❑ 9. Manufactured Home data pd mi stalla 5e.� r--- LLfZ2_6 - luding Tie Down Specifications ------------------- ----------------------------------------------------- of $ - -----------------------------------------------------------pact fees as shown onthea ----------- ------------------------------------------------ � California Department of Forestry plan approvaUfces. 13 Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval —Health Department. -----------------------------------------=- /Ow5h 7 ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- . Encroachment Permit for driveway (construction approval prior to occupancy). -------------------------- n r 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification) .'------------------- ❑22. Workers' Compensation carrier and policy number. --------- ---------------^�--------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------- 024. Letter of signature authorization. -------------------------------------------------------------- AQ. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------- ❑ 26. Letter of intent on building use.------------------------------------------------------------------ ❑27. Manufactured Home utility clearance. ---------------------------------------------------------- 028. Existing violations and/or expired permits. ----------------------------------------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .------- ❑ 3 0.Other: , c C a '73 6 j SCCr When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone �✓? - O 3 7 and hold for pickup at o office. ❑ Deliver )kil Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: a Index permit application for the above items numbered: 2. Additional items required: / - / \ "- I / (Date) �,Ooe , f Date: // : ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division,counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building, s ivision counter, by Date: Plans reviewed by: Date: Plans approved by: off+ Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note tra4b : Date: Yellow Copy - Department of Development Services, Building Division. W �♦ A- E.H. USE ONLY Plot PI. Att.W BY S Floor Plm Attached %S Smt to B.D. it - to - 9 7 iR TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ go 1e --f Snr'c e_r 14 SG S Cohfe r Wale 64- 064 -01.3 Owner Location AP// Plan Approved for: Sewage Disposal _ Water Supply: Public Private Well Clearance for 3 'bedroom faobile home. Other I Hold final for: ! Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/92 �, «� ^ � '!^'a^... _ ,F..+�. i : . '-�'v >, •. �! w' y t�¢✓�ti•. , -r-•�.ti;,+•.^'V`-...rtiiti�"""-..-�s„;y,y�K1..�-aw...^s-�-*�-....+o..dw•..�,.�..+v�v-r..r+N�rr-....`._..�-•.w.a...-..H«....-�-.�.. � . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE.. OWNER _h4elr of -,!11:x• — A.P. # y — b6 = 0/3 PROPOSED BUILDING USE �� J�IL ���' DATE �9( S% REC # DATE REC BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES jQ (paid at District Office) lJ�3. SHERIFF FEES (paid at Building Division) esidential ........ x $360.00 = $ 36 -p % Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$� •• Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) Z L y 36 J0 2%�S, 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/d ring the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12/96) '^•+�.,,�C ;-r, ,^ ..,1•.�,p.....,, .. �,.... -., �:..`:.:�rx„ .:� y,..:,•-wi�.....r��.•.�. �••�•`w.•f�4 v,m,+„`V,ti""y`"�,.....,-..y, �rhA•�c^r^'.b,,.�r..ti....-K'^^..•...'v'^.. ...,•yr..�.-. ,.,.� -. . � . .. „ Y f BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) M/y�l } r -School District C_ _ } Building Department No. ". CP 1. V WA Vie, F A.P. Number b_o- Jurisdiction: City/County Property Owner Sj0/ e C e_.. Property Location/Address / / �v Cc:, f! /rd-elt Subdivision Lot No. Residential Development of ng Mobile Home Addition Units Installation Commercial/Industrial New Addition (rioor vians reviewea oy 5cnooi uistnct l ersonnel) Cx <__ Sq. Footage // (Group R) Sq. Footage (Including Exterior Roofed Areas) J z/LS 5 7 nate Di rict entification No. School District certifies that (Applicant) W(Street Address) (Phone Number) ( ity) (State) (Zip Code) has complied with the requirements of Resolution No. t r��nting �95�� square feet. School istrict Representative , Paid by Check # Remarks: by payment of $ A 7/ FBW2926 $ ULL MITIGATION $ 9 Date 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm F 4) ��. COPY of,Document Recorded 04 -Mar -1998 1998-0008159 Has not been compared with AND WHEN RECORDED MAIL TO: original BUTTE COUNTY BUILDING DMSION Butte COUNTY RECORDER 7 COUNTY CENTER DRIVE OROVILLE CA 95965 'AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a• building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or di'sco`mfort from norhm"al, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: =r;E AT'T'ACHED SHEET Date: 11- m A r f Iq PROPERTY OWNERS: State of California ) County of p ) On p b fore me, a personally appeared �� ^���� eon ���r�se�CPS personally known to me (or proved tome on the basis of satisfac ory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument, the peri a(a r he entity upon behalf of which the person(s) acted, executed the instrument. T o WITNESS my hand an official s 1. Q e f°^°. " GORDON WAYNE STOUT n,,; m Comm. # 1032970 15 a NOTARY PUBLIC . CALIFORr4tA (L r ' , ' Butte County Signature -,Seal' C� IF GHN thy Corrin. Exp' es .1u'y 2d, 1998 .4 A.P.N ' ! - 06 - O/ 3 SCHEDULE -C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: Order No. 3-159734 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: LOT 56, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 12", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-060-013 PARCEL III: A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 12 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. Cvcr�, RESIDENTIAL PLAN CHECKING GUIDE SINGLE F.4 %:e, DUPLEX` AND MISCELLANEOUS ONLY OWNER: c P/ CPY_ BUILDINGPERMITNUMBER: PLAN CHECKER: --?d A P. NUMBER: GOAL: Zoning requirements: (side yards and number of permitted living units). ,2! Valuation. —3' Plans signed by designer. -4-- Proper description of work on application. Existing violations on property. on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). T. Recorded notice of violation. 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 Tendei, Trees, etc.). F.A.U. 8t: 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. 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 clearances and shower size. Conventional Constriction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall constriction 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. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 MISCELLANEOUS UEMS TO LOOK OUT FOR r Stairway details: landings, rise and run, head clearance; handrails (Section 10 6). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501).' Roof covering type - (fire hazard). a� Foam insulation - protection. 36" halls and stairways. Living area over garage complete I -hour separation required on garage side including supporting walls and posts. t3� Two exits on three - story dwellings (Section 1003)..,:,.. Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505): Combustion air for fuel burning appliances L.P.IG. Tequirements. No requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. , ;.1 S =•ry July 1996 3.3 i TABLE OF CONTENTS TOC Project Title.......... SPICER RESIDENCE Date........ 02/24/98 Project Address........ 14565 COLTER WAY ******* PARADISE, CA 95969 *v4.50* 'oZ Documentation Author... Robert A. Mangrum ******* Building Perrm�it # Paradise Mechanical 7',Z3eKV 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 9 CERTIFICATE OF COMPLIANCE-: RESIDENTIAL, Page 1 CF -1R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 Pro'ect Address 14565 COLTER WAY ******* PARADISE, CA 95969 *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 GENERAL INFORMATION Conditioned Floor Area..... 1495 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 130 deg (SE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.6 a of floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALLF GARAGE WALLRT Roof Wood R-30.77 R-0 R-30.77 0.044 RIGHT ATT WALL Roof Wood R-19 R-0 R-19 0.049 ROOF Roof Wood R-11 R-19 R-30 0.031 ROOF Door Wood R-2 R-n/a R-2 0.330 FRONT DOOR GARAGE DOOR Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (SE) 12.0 0.500 2 None None Yes Vinyl Door Front (SE) 40.0 0.490 2 None None Yes Vinyl Window Left (SW) 8.0 0.500 2 None None Yes Vinyl Window Left (SW) 16.0 0.500 2 None None Yes Vinyl Window Left (SW) 6.5 0.490 2 None None Yes Vinyl Window Left (SW) 8.0 0.500 2 None None Yes Vinyl Door Left (SW) 20.0 0.510 2 None None Yes Glz<50o Door Back (NW) 40.0 0.490 2 None None Yes Vinyl Window Back (NW) 21.0 0.500 2 None None Yes Vinyl Window Back (NW) 17.5 0.500 2 None None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL, Page 2 CF -1R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 Orientation Window Right (NE) Skylight Horz Type InteriorHorz InteriorVert FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description Equipment Type Furnace ACSplit Over - Exterior hang/ Framing Shading Fins Type 17.5 0.500 2 None None Yes Vinyl 12.0 0.540 2 None None None Vinyl Exposed THERMAL MASS Area Thickness (sf) (in) Location/Comments Yes 20 3.5 WOODSTOVE HEARTH Yes 35 3.5 WOODSTOVE HEARTH HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Crawlspace R-4.2 10.00 SEER Crawlspace R-4.2 WATER HEATING SYSTEMS Tank Type Heater Type Storage Gas Setback Setback Number in Energy Distribution Type System Factor PipeInsulation 1 0.62 EF SPECIAL FEATURES/REMARKS Tank External Size Insulation (gal) R -value 40 R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL, Page 3 CF -1R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... PETE FOX Company. BUILDER Address. 14565 COLTER MAGALIA, CA Phone... 873-0378 License. a / fe -� IS DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Phone. Signed.. -94' o Signed (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Si.gned.. (date) Paradise, CA 95969 916-877-8882 2- Z. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 Pro ect � Add 14565 CO ******* ress........ LTER WAY PARADISE, CA 95969 *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 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 *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; Design- Enforce- er ment minimum R-8 in concrete raised floors. 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. 150o(ng): 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: RES;DENTIAL Page 5 MF -1R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 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. �L 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 y 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 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. 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.). �V► LIGHTING MEASURES Design- Enforce - 150(k): 40 lumens/watt or greater for general lighting in er ment kitchens and rooms with water closets; and recessed ceiling v fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 Pect Add ******* �rss........ 1456 5 CO roeLTER WAY PARADISE, CA 95969 *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User=Paradise Mechanical Run-SPICER TITLE 24 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 12.89 13.45 -0.56 Space Cooling.......... 14.82 15.13 -0.31 Water Heating.......... 14.21 11.23 2.98 Total 41.92 39.81 2.11 *** 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..... 1495 sf Single Family New Front Facing 1 1 ReducedYear Detached 130 deg (SE) Raised Floor 1 12910 cf 1495 sf 1495 sf 0 sf 14.6 % of floor area 0.5 Btu/hr-sf-F 8.6 ft COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1495 12910 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 160 0.088 13 130 90 Yes W.13.2X4.16 FRONT WALL 2 Wall 330 0.088 13 220 90 Yes W.13.2X4.16 LEFT WALL 3 Wall 338 0.088 13 310 90 Yes W.13.2X4.16 BACK WALL 4 Wall 207 0.088 13 40 90 Yes W.13.2X4.16 RIGHT WALL 5 Roof 50 0.044 30.77 40 90 Yes R.30.2X4.16 RIGHT ATT WALL 6 Wall 174 0.088 13 130 90 No W.13.2X4.16 GARAGE WALLF 7 Wall 58 0.088 13 40 90 No W.13.2X4.16 GARAGE WALLRT 8 Roof 520 0.049 19 130 14 Yes R.19.2X8.24 ROOF 9 Roof 988 0.031 30 n/a 0 Yes R.30.2X4.24 ROOF 10 Door 20 0.330 2 130 90 Yes None FRONT DOOR 11 Door 18 0.330 2 130 90 No None GARAGE DOOR 12 Door 14 0.330 2 40 90 No None GARAGE DOOR 13 Floor 1495 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR 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 12.0 2 Vinyl Slider 0.500 130 90 0.88 0.78 None 2 Door 40.0 2 Vinyl Slider 0.490 130 90 0.88 0.78 None 3 Window 8.0 2 Vinyl Slider 0.500 220 90 0.88 0.78 None 4 Window 16.0 2 Vinyl Slider 0.500 220 90 0.88 0.78 None 5 Window 6.5 2 Vinyl Fixed 0.490 220 90 0.88 0.78 None 6 Window 8.0 2 Vinyl Slider 0.500 220 90 0.88 0.78 None 7 Door 20.0 2 Glz<50o Hinged 0.510 220 90 0.88 0.78 None 8 Door 40.0 2 Vinyl Slider 0.490 310 90 0.88 0.78 None 9 Window 21.0 2 Vinyl Slider 0.500 310 90 0.88 0.78 None 10 Window 17.5 2 Vinyl Slider 0.500 310 90 0.88 0.78 None 11 Window 17.5 2 Vinyl Slider 0.500 40 90 0.88 0.78 None 12 Skylight 12.0 2 Vinyl Fixed 0.540 130 0 0.88 1.00 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... SPICER RESIDENCE Date........ 02/24/98 MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 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 1 Window 12.0 3.0 4.0 4.0 0.0 n/a n/a n/a n/a 2 Door 40.0 6.6 6.0 2.0 0.0 n/a n/a n/a n/a 3 Window 8.0 4.0 2.0 1.5 4.0 n/a n/a n/a n/a 4 Window 16.0 4.0 4.0 1.5 4.0 n/a n/a n/a n/a 5 Window 6.5 2.0 4.0 1.5 2.0 n/a n/a n/a n/a 6 Window 8.0 4.0 2.0 1.5 4.0 n/a n/a n/a n/a 7 Door 20.0 6.6 3.0 20.0 0.0 n/a n/a n/a n/a 8 Door 40.0 6.6 6.0 2.0 0.0 n/a n/a n/a n/a 9 Window 21.0 2.0 6.0 1.5 4.0 n/a n/a n/a n/a 10 Window 17.5 4.0 4.0 1.5 4.0 n/a n/a n/a n/a 11 Window 17.5 4.0 4.0 2.0 0.0 n/a n/a n/a n/a THERMAL MASS Mass Type HOUSE 1 InteriorHorz 2 InteriorVert n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 20 3.5 21.0 0.59 R-0.0 WOODSTOVE HEARTH 35 3.5 21.0 0.59 R-0.0 WOODSTOVE HEARTH System Type HVAC SYSTEMS Minimum Efficiency Duct Duct Duct Location R -value Efficiency HOUSE Furnace 0.800 AFUE Crawlspace R-4.2 ACSplit 10.00 SEER Crawlspace R-4.2 WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas PipeInsulation 1 0.62 SPECIAL FEATURES/REMARKS Tank Size (gal) 40 External Insulation R -value R-12 HVAC SIZING I Page 9 HVAC Project Title.......... SPICER RESIDENCE Date........ 02/24/98 Pro'ect � Add 14565 COLTE R WAY PARADISE, CA 95969 *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1SPICER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-SPICER TITLE 24 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 1495 sf 12910 cf Front Facing 130 deg PARADISE 39.8 degrees 30 F 72 F 99 F 75 F 34 F Yes Yes Yes 0.30 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10178 5145 Glazing Conduction ............... 4581 2618 Glazing Solar .................... n/a 6613 Infiltration ..................... 7886 2683 Internal Gain .................... n/a 2100 Ducts ............................ 2264 958 Sensible Load .................... 24909 20116 Latent Load ...................... n/a 6035 Minimum Total Load 24909 26150 (SE) 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. 1/3b STRUCTURAL CALCULATIONS Structural calculations for: Spicer residence Butte County, California ROBERT B. HEATON Architect 2044 Palm Avenue Chico, California 95926 (916)343-8038 2 Robert R. Heaton Architect Date 12/15/97 2044 Palm Avenue Chico, California 95926 Tel. (916) 343-8038 Calculation data Description l' =FOw MIMII Fill! g" 7!.?'F,k',a .. _ ,n w... zt_. .. ,r *. Code used RPTY,a^ ` I a. Jurisdiction a. Wind loading Basic wind speed mph Exposure �3 Seismic Seismic zone MIM -5,11M, Gravity loading Roof live load `y psf lJ Floor live load r psf Balcony live load p s f Soil data Allowable bearing 1.500 ksf UBC Classification 4 Oaa S� P-11 m a✓y �L . I, yo D� _ % �Se 8-OPSF e- 0� 5-, tilt6-0Pf� GL o�p`o,-o X z yoo'Q/w 37, o pf 7C �L . q Soil Robert B. Heaton Architect Date ##### 2044 Palm Avenue Chico, California 95926 Tel. (916) 343-8038 Soil data y Description Soil classificatior 7" Reference table 18 -I -A 1994 UBC Soil weight ffft , kcf Input data for user defined classification , Allowable bearing pressurEksf 9111.1iffl.-I"ksf/ft Max. allowable pressureksf Increase for depth depth Increase for width IN ksf/ft width Friction coefficient Lateral bearing (passive) ksf/ft. of depth below grade Increase for wind/seismic Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.500 ksf Max. allowable pressure 4.500 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 Y --o- 4- S CIT- fp ✓ ll n wit = g ��sf 3 � O psi pvax 5 is c,,roro x . ci.75- liter:&*P,A'l ►� I 9:16 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - ------------------------------------------------------------------------ span capacity 1/19/98 Description >>Roof rafters at porch ------------LOADING DATA ----------- ------------GENERAL DATA ------------- Dead load > .008 ksf Load duration factor > 1.250 Live load > .037 ksf Joist spacing > 24.000 inches Total load > .045 ksf Repetitive (Y/N)?> Y Tributary load > .090 klf ----------------------------------- Concentrated load> 000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES- - ------------------------ Member thickness > 1.500 inches Member width > 7.250 inches Section modulus > 13.141 in"3 Area > 10.875 inA2 Moment of inertia > 47.635 inA4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcf Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > '1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc») Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcf Fc-, E DFL NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 12.121 feet Shear > 19.132 feet Total load deflection (L/240) > 12.346 feet (;TL > .617 inches Live load deflection (L/360) > 11.509 feet (ELL > .383 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .861 kips <ok> °s of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1:653 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches - Total load deflection > .000 in. L/ 0 l /x•'15 �o,"IS N.is +ti)(,o06 )+,O -Lo = ,o -76k/` P, � tz,7, 3,60'` 22`sa Ry:.i/k —Z Z 5, �•,•. r' le spr.� 'w �. Z 3 B,� 9•S' 2Z "Sax 3z"S4 x(Z"/ z 11,3 ; y,y2K 22 "SQ x,2,, ' --SSBM 6 9:18 AM Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/98 ----------------------------------------------------------------- Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span .(L) > 10.750 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y ' lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 27.920 --------------------------------ACTIONS--------------------------------- Uniform dead load > .076 kips/ft 23 o TL Uniform live load > .259 kips/ft 77 % TL ' Uniform total load > .335 kips/ft. End reactions. DL > .409 kips ' LL > 1.392 kips TL > 1.801 kips Design loads ............................ ' Total load moment (M) > 4.839 ft -kips Total load shear (V) > 1.801 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values ' Species Grade Fb Ft Fv Fc± Fc- E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb ' Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc> Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E ' DFL -----NO1_BM 1688 675 106 625 925 1600000 --- ----------------BEAM DATA ------------------------------- Member width > 5.500 inches ' Member depth > 7.250 inches Required Actual Comment S (in 3) > 34.412 48.182 <ok> A (inA2) > 25.421 39.875 <ok> 'I- (in'�4) -- > 174.661 --------------------DEFLECTIONS------------------------------- Total load deflection > .360 inches L/ 358 <OK> ' Live load deflection > .278 inches L/ 463 <OK> Dead load deflection > .082 inches Minimum camber (glu lams) > .123 inches <1.5*DL deflection> Standard 20001R camber > .087 inches '- ------------------- - -----CHECK MIN. BRG. AREA-------------------------- Minimum area > 2.881 inA2 Minimum length > .524 inches Assuming full width bearing 0 'SSBM_6 9:19 AM -- --------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/98 ------------------ 7 ----------------------------------- Description >> RB -2 1 11 ---------------------------------GENERAL---------------------- ---------- Span (L) > 8.500 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 27.920 --------------------------------ACTIONS--------------------------------- Uniform dead load > .300 kips/ft 29 % TL Uniform live load > .740 kips/ft 71 a TL Uniform total load > 1.040 kips/ft End reactions ........................... DL > 1.275 kips LL > 3.145 kips TL > 4.420 kips Design loads ............................ Total load moment (M) > 9.393 ft -kips Total load shear (V) > 4.420 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcf Fc-, E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd >' 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcf Fc -i E DFL N01 -BM 1688 675 106 625 925 1600000 --------------------------------BEAM DATA ------------------------- Member width > 5.500 inches Member depth > 9.250 inches Required Actual Comment S (in 3)' > 66.791 78.432 <ok> A (in^2) > 62.400 50.875 No good! I (in A4) > 362.749 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .210 inches L/ 485 <OK> Live load deflection > .150 inches L/ 681 <OK> Dead load deflection > .061 inches Minimum camber (glu-lams) > .091 inches <1.5*DL deflection> Standard 20001R camber > .054 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 7.072 inA2 Minimum length > 1.286 inches Assuming full width bearing N -I W - y6faC037)= .i3S(y L SeQ- p , It w s 3G/z+70,01q -1-.024 = • 300 3�/z+z,) .03-7 S,c.e. P, I3 S i -L. ' SSBM 6 3:44 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/98 ------------------------------------=------------------------ ' Description >> H-1 --------------------------------- GENERAL --------- - ---------------------- ' Span (L) > 6.250 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (YIN) > Y lu > .000 feet ' le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS-------------------------------- Uniform dead load > .342 kips ft 29 o TL Uniform live load > .851 kips/ft 71 o TL Uniform total load > 1.193 kips/ft ' End reactions. DL > 1.069 kips LL > 2.659 kips TL > 3.728 kips Design loads ............................ Total load moment (M) > 5.825 ft -kips ' Total load shear (V) > 3.728 kips --------------------------LUMBER DESIGN VALUES -------------------- ------ Base values ' Species Grade Fb Ft Fv Fcf Fc-, E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > tl.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft ' Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcf Fc- E DFGL24F -V4 2760 1150 190 650 165 0 1800000 ' --- -------------------------------- ------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment S (in^3) > 25.327 75.000 <ok> A (in'2) > 29.471 37.500 <ok> ' I (in^4) > 450.000 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .051 inches L/ 1483 <OK> Live load deflection > .036 inches L/ 2079 <OK> ' Dead load deflection > .014 inches Minimum camber (glu-lams) > .022 inches <1.5*DL deflection> > .029 inches 'Standard -2000'R -camber ----CHECK MIN. BRG. AREA -------------------------- Minimum area > 5.736 in�2 Minimum length > 1.835 inches Assuming full width bearing 13 ' --SSBM 3:46 PM 6 ----- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/98 ------------------------------------------------------------------ ' Description >> H-2 ---------------------------GENERAL------------ -------------------- ' Span (L) > 6.250 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet ' le > .000 feet Slenderness factor Cs > .000 ' Ck > --------------------------------ACTIONS--------------------------------- 22.210 Uniform dead load > .300 kips/ft 29 o TL Uniform live load > .740 kips/ft 71 o TL Uniform total load > 1.040 kips/ft ' End reactions. DL > .938 kips LL > TL > 2.313 3.250 kips kips Design loads ............................ Total load moment (M) > 5.078 ft -kips ' Total load shear (V) > 3.250 kips --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fcf Fc- E ' DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb ' Size factor Cf Size factor Cf > 1.000 > 1.000 Apply to Ft to Fc» .Apply Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 fl ' Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc-, E DFGL 24F -V4 2760 1150 190 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches ' Member depth > Required 12.000 Actual inches Comment S (in'3) > 22.079 75.000 <ok> A (in�2) > 25.692 37.500 <ok> ' I (in'4) > 450.000 ------------------------------DEFLECTIONS--------------------=---------- Total load deflection > .044 inches L/ 1701 <OK> Live load deflection > .031 inches L/ 2391 <OK> ' Dead load deflection > .013 inches Minimum camber (glu-lams) > .019 inches <1.5*DL deflection> ' Standard 20001R camber > .029 -------------- --------CHECK MIN. inches BRG. AREA -------------------------- Minimum area > 5.000 inA2 Minimum length > 1.600 inches Assuming full width bearing ' SSBM 6 3:47 PM Rev 9-13-93 SIMPLE ----------------------------------------------------------7------- SPAN BEAM - UNIFORM LOAD 1/19/98 Description >> H-3 --------------------------------- GENERAL ----------.------------ ---------- Span (L) > 4.250 feet Repetetive ? > N ' Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet ' le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 ' --------------------------------ACTIONS-------------------------------- Uniform dead load > .244 kips/ft 29 °s TL Uniform live load > .592 kips/ft 71 °s TL Uniform total load > .836 kips/ft ' End reactions. DL > .519 kips LL > 1.258 kips ' TL > 1.777 kips Design loads ............................ Total load moment (M) > 1.888 ft -kips ' Total load shear (V) > 1.777 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc--, E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 Apply to Fb ' Size factor Cf Size factor Cf > 1.200 > 1.050 Apply to Ft Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 fl ' Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc-, E DFL------NO2------1308 690 109 625 1365 1600000 ' --- -------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 7.250 inches ' Required Actual Comment S (in �3) > 17.315 30.661 <ok> A (in A2) > 24.391 25.375 <ok> I (in A4) > 111.148 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .035 inches L/ 1478 <OK> Live load deflection > .024 inches L/ 2087 <OK> ' Dead load deflection > .010 inches Minimum camber (glu-lams) > .015 inches <1.5*DL deflection> Standard 2000'R camber > .014 inches ' --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.842 in A2 Minimum length > .812 inches Assuming full width bearing iS SSBM_6 3:47 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/98 ------------------------------------------------------------------------ Description >> H-4 ---------------------------------GENERAL----------------------------- -- Span (L) > 4.250 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load .> .342 kips/ft 29 % TL Uniform live load > .851 kips/ft 71 o TL Uniform total load > 1.193 kips/ft End reactions ........................... DL > .727 kips LL > 1.808 kips TL > 2.535 kips Design loads ............................ Total load moment (M) > 2.694 ft -kips Total load shear (V) > 2.535 kips -------------------------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply. to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 1107 575 109 625 1300 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in'3) > 29.202 73.828 <ok> A (in^2) > 34.807 39.375 <ok> I ( in'4 ) > 415.283 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .013 inches L/ 3870 <OK> Live load deflection > .009 inches L/ 5425 <OK> Dead load deflection > .004 inches Minimum camber (glu-lams) > .006 inches <1.5*DL deflection> Standard 20001R camber > .014 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.056 inA2 Minimum length > 1.159 inches Assuming full width bearing to a II -(�Ya , vJowal = C (�(zl , osi 4 a/ -Z, 010 m C WALLFRAM 3:55 PM 1/19/98 ' 000000000000000000000000000000000000000000000000000000000000000000000000 Rev 4-02-96 Wall framing - 1994 UBC 000000000000000000000000000000000000000000000000000000000000000000000000 ' Description >>Wall framing - worst case - line B 000000000000000000000000000000000000000000000000000000000000000000000000 ' Unbraced K length (ft) le/d Thickness d2 > 1.500 in. 1.000 1.000 8.000 Width dl > 3.500 in. 1.000 8.000 27.429 ' Section properties Sx > 3.063 in�3 Sy > 1.313 inA3 A > 5.250 inA2 Repetitive ? (y/n) > Y Spacing > 16.000 inches --------------------------Lumber design values --------- type > 1 1 => Visually graded lumber 2 => Machine stress rated lumber ' 3 => Glue -laminated timber KcE > .300 KbE > .438 ' CI > .800 Base values ' Species Grade Fb Ft Fv Fcf E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.500 (Applied to Fb) Size factor Cf > 1.500 (Applied to Ft) ' Size factor Cf > 1.150 (Applied to Fc») Repetitive member factor Cr > 1.150 Flat -use factor Cfu > 1.100 Load duration factor C(D) > 1.330 Adjusted values Species Grade Fb Ft Fv Fct Fc- E ' DFL NO2 2007 1147 126 625 1988 1600000 Fb Flat -use 2208 ' ----- Loading Axial loading: Load duration > 1.150 ' w axial > 1.210 kips/ft w axial trib. > 1.613 kips/stud fc > 307 psi Loading applied to member narrow face: Load duration > 1.330 w lateral > .0132 ksf M > 141 ft -lbs w lateral trib. > .0176 klf fbl > 552 psi ' Loading applied to member wide face: Load duration > 1.000 ' w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi Ib 1 --------------------------------Summary------ --------------------------- FcE > 638 F'c > 589 psi ' R(B) > 12.220 <ok> FcEl > 638 FcE2 > 7500 ' FbE > 4693 0000000000000000000000000000000000000000g0ogg909099909000ggAgQg@Q89ggggg ' .273 + .530 + .000 = .803 <ok> 00000000000000000000000000000000000000000000000000000000000000 L,j yG�z�:Oc )f 9 (.01) a- /o S/2 `. 05- 0) %,, e . OS/ + 8 �-01�r S 23 k j� w r v = C36�2 +2 �z � oso� = �- /L ",,✓,dc ok i ■ Robert R. Heaton Architect 1 0.0122 0.0132 0.0142 Date 12/15/97 2044 Palm Avenue Enclosed structures x, 0.0122 0.0132. 0.0142 0.0150 ' Chico, California 95926 Open structures ' .' 1b� 0.0163 0.0176 0.0189 0.0199 Tel. (916) 343-8038 Outward Parapets a.0' 0.0132 0.0143 0.0154 0.0162 ' Wind design values Inward/ ROOF -..: ' Outward Enclosed structures Description L r u U. ,' 00112 0.0121 0.0130 ' Exposure B 0.0152 Outward Importance factor N�. W Basic wind speed 80.00 mph qs 16.40 psf ' Roof pitch5. in 12 26.57 degrees ' PRIMARY FRAMES AND SYSTEMS Direction Ht. <0'-15'> <20 <25'> <30'> <40'> ■ ! ., _+7 iu w:{r a . a. ,° .ta3. .. �;, 0 -_amu .:�. 3tl ? d.Ti' .s . "O 'O i_ b ` .. _ !� L�33L:. .iu_ i. 14"W" y ' W A L L S Windward walls Os 0.0081 0.0088 0.0094 0.0100 0.0110 Inward Leeward walls 0.0051. 0.0055_ 0.0062 0.0069_ Outward ' Total wall ; 0_0 Mi 132 _0.0059 _ ; 0.0143 ; 0.0154 0.0162 10.0179 ROOF�.> Wind perpendicular to ridge ' Leeward or flat roof ` i> ' 0.0071 0.0077 0.0083 0.0087 0.0096 Outward Windward roof Slope 2:12 to less than 9:12 1- .." 0.0092 0.0099 0.0106 0.0112 0.0124 Outward Slope 2:12 to less than 9:12 ■ _ k tP,QiY air 0.0031 •. 0.0031 0.0035 0.0037 0.0041 Inward Roof total ' 0.0102 S 0.0107 i 0.0118 f 0.0125 0.0138 *_ 4---------- ---------- ---------- L ----------i Wind parallel to ridge and flat roof:.';; 0.0071 0.0077 0.0083 0.0087 0.0096 Outward ELEMENTS AN6 COMPONENTS WALL All structures ; 1 0.0122 0.0132 0.0142 0.0150 0.0165 Inward Enclosed structures x, 0.0122 0.0132. 0.0142 0.0150 0.0165 Outward Open structures ' .' 1b� 0.0163 0.0176 0.0189 0.0199 0.0220 Outward Parapets a.0' 0.0132 0.0143 0.0154 0.0162 0.0179 Inward/ ROOF -..: ' Outward Enclosed structures than 9:12" ,' 00112 0.0121 0.0130 0.0137 0.0152 Outward Open structures' Slope less than 9:12 0.0163 0.01.76 0.0189 0.0199 0.0220 Outward Zi LOCAL AREAS AT DISCONTINUITIES Wall corners C 0.0203 0.0220 0.0236 0.0249 0.0276 Outward Canopies or overhangs at Pie . eaves or rakes ~ , b'a 0.0285 0.0308 0.0331 0.0349 0.0386 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners0„ : 0.0305 0.0330 0.0354 0.0374 0.0413 Upward Eaves or rakes without overhangs. away from building corners and ridges away from ends of building ;� i?;.QO�, 0.0203 0.0220 0.0236 0.0249 0.0276 Upward 23. Robert B. Heaton Architect Date 12/15/97 2044 Palm Avenue Chico, California 95926 Tel. (916) 343-8038 Seismic factors i } Description x a.... . 'S_ 'r;.vS: w .:i _ i _ ' m i.`:., VMS LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor illMR. W'Pffll Rw MOT" ° Numerical coefficient Site coefficient 5 3 a hi .• C=(1.25*5)/T".66 19.683 > 2.75 C 2.75 Numerical coefficient C/Rw 0.344 Structure height (H) MO feet Ct ff�OW,3,ry Numerical coefficient T = Ct (H)".75 0.028 seconds V=Z*I*C/Rw*WW ;y�, . Z� Pr11 G US 6 �%3 % 'l ol -gib ; .I/y In//n A; ' ib east/Wes r ✓kez.A v al �{ : (S.O' �3 r,i0-b e io' 3C' ��g raced w�ik (iHe '' alaptl .easr/wPsr wY x.13 W( WL X /.3a kk" z v1oj,(63 w3= �SQZ3) 9/i(3).01�.10� wy= [,r, <ez3l f 0I] J03 .Z, 06� /lo = 3, o3 K C c a,' /r / wS TI ,c�,"®to yl 6YT ' / S a14 Til i.J I Wz y i ol $Yu� Wb-�I (rNG V Robert B. Heaton Architect Date 12/15/97 2044 Palm Avenue Chico, California 95926 Tel. (916) 343-8038 Shearwall schedule Description ORION, RMI -1.1 a�_ua . Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.264 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.384 3 3/8" cdx plywood with 8d nails at 3", 12" O.C. 0.403 0.492 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7' o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. r' Wall line analysis Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary Description it 5r #��4MMOMOR Levelh a .lain, tf�r Line 4B z P lateral 4.070 kips Total wall length 11.000 feet V' Shearwally 0.370 kips/ft ❑ Both sides User-'defined1J1000. kips/ft FramingSIR S F m4 Use SW 0,114-4 2 v cap 0.384 kips/ft Sill nailing 16d sinker good for 0.154 = 0.416 feet 0.370 I d nails at 0 Anchor bolts 1/2" dia, good for 0.820. = 2.216 feet 0.370 X1/2" dia. at A35 at top plate Length of attachment v feet 0.106 kips/ft A35 good for L A35 at A35 connectors at rim joist to mudsill/cripple wall top plate v 0.370 kips/ft A35 at Page] Ok! kips/each inches o.c. at SW u: kips/each 26 inches o.c. at SW kips/each .n:�ai�:.4aysz 48 inches o.c. 0 inches o.c. at sill Page 1 3� Line geometry Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall Summary -Line geometry Description t F�1 s�'YS L i.F i' �.p '� ill. !..•C�w.4x..N3.4i MiY i.„., e'�� mu�,•-,.:-,v�: .�'.F:.. .I�cV�.A.(pq5 F�.fi+�Eki'h k Line (4j�'Bta V1 vi V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 4 0.05 30 0.05! Force 4.00 0 4.00 y 6.00 0 6.00 y -0.211 7.00 w 7.00 y -0.528 4.00 0 4.00 y 1.693 4.00 w 4.00 y 1.482. 3.50 0 3.50 y 2.751 24.00 0 24.00 y y 2.566--D"L5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 11.00 41.50 Maximum collector force 2.751 kips / 16d nail good for 0.132 kips/each Splice 21 16d nails 1/ Page 1 Stability details Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary - wall stability Description ;5 ice K�� 61Ce r�S��?s ty���Ah a s n fi t�if� «c�_E... Level "iiyF LineIRA v 0.370 kips/ft 1-5h—ear—wall Dead load Crib. Lengths 4-_ O c d Y g } — Holdownw o c 3 O CO It.UU O.UU O.UU c3.UU u.4U[ 11.04 J.Z 4.UU L.Ztf 2.28 HD2A/2-2X4 7.00 8.00 8.00 23.00 0.402 20.72 .9.8 7.00 1.76 1.76 H02A/2-2x4 Page 1 33 Wall line analysis Shearwall v 0.184 kips/ft Framing MUM Sill nailing 0.154 0.184 Anchor bolts 0.820 0.184 A35 at top plate Length of attachment v Both sides User -defined .6 bj' kips/ft Use SW "11-14,10 -NIM"liwo- v cap 0.240 kips/ft Ok! 16d sinker good forU5 kips/each 900711�-Mllffi 0.839 feet 4.465 feet feet 0.058 kips/ft 16d nails at 0 inches o.c. at SW 112" dia. good for 112" dia. at V1153 A35 good for kips/each I I inches o.c. at SW MMONONI-kips/each -1 mmMPA95." M, &, A35 at 1/48 inches o.c. A35 connectors at rim Joist to mudsill/cripple wall top plate v 0.184 kips/ft A35 at Page 1 0 inches o.c. at sill Robert R. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwnil summary Description f NOT - IM. ATM,, Level 1-hy. 11,121t, NONE P later'01 3.030 kips M Total wall length 16.500 feet Shearwall v 0.184 kips/ft Framing MUM Sill nailing 0.154 0.184 Anchor bolts 0.820 0.184 A35 at top plate Length of attachment v Both sides User -defined .6 bj' kips/ft Use SW "11-14,10 -NIM"liwo- v cap 0.240 kips/ft Ok! 16d sinker good forU5 kips/each 900711�-Mllffi 0.839 feet 4.465 feet feet 0.058 kips/ft 16d nails at 0 inches o.c. at SW 112" dia. good for 112" dia. at V1153 A35 good for kips/each I I inches o.c. at SW MMONONI-kips/each -1 mmMPA95." M, &, A35 at 1/48 inches o.c. A35 connectors at rim Joist to mudsill/cripple wall top plate v 0.184 kips/ft A35 at Page 1 0 inches o.c. at sill 3q Line geometry Total lengths 16.50 35.50 Maximum collector force 1.573 kips 16d nail good for 0.132 kips/each Splice 12 16d nails Page 1 Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 5hearwall summary - Line geometry Description Line V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 3'03 1 1 o 06�k7i R "rT� Force 17.00 0 17.00 y 10.00 0 10.00 y -0.991 16.50 w 16.50 y -1.573 8.50 0 8.50 y 0.495 Total lengths 16.50 35.50 Maximum collector force 1.573 kips 16d nail good for 0.132 kips/each Splice 12 16d nails Page 1 3S Stability,details Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary - wall stability Description .♦"Y�..:L.rS...�.1yh. .,t[w .u' �cY Sh._.a,Y_.iy. �.y. :p v�c42�"-"'l cxf�i .,XJra�..J!.:1 L��JS�1�?[�1���!'�.lf+i.$��-'�.vi'M�u4 r��Wl�». �*'x ..rv.�t'..i� Level MX 'A Line v 0.184 kips/ft Shearwall Dead load Crib. Lengths a, 4M 0 0 0 0 s 3 �o Ci °-�� °°�' ° s > } Holdown _ 3 °C u- --o --� 3 d 0 } d a 1O.OU S.VU B.UU LOAN V.3U4 1eg.4e4 41.4 16.!)U -U.66 Page I -U.66 , No ties required Wall line analysis Robert B. Heaton Architect bate 1/1,/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary Description b.I ..iM1S.k.. w# L Level Rain" '� `4� 1.800 kips y , w,e� ',r; Line"„ ,n ra P lateral p Total wall length 8.000 feet Shearwally 0.225 kips/ft ❑ Both sides User -defined x.00;0 kips/ft FramingDFL�; Sill nailing 0.154 = 0.225 Anchor bolts 0.820 = 0.225 A35 at top plate Length of attachment v Use SW�s:r v cap 0.240 kips/ft Ok! 16d sinkergood for 0.M15A ' kips/each s/each e P 0.684 feet 3.644 feet feet 0.069 kips/ft 16d nails at 1/2" dia. good for 0 inches o.c. at SW RIM," r20: ' kips/eac h IMhu ,� 1/2" dia. at 43 inches o.c. at SW A35 good for (�5f0 kips/each A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.225 kips/ft A35 at Page 1 0 inches o.c. at sill Line geometry' I Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 Shearwall summary -Line geometry Description Line TN' V1 v V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening ! dr 01 0.05 *� _' , �` ` x 7 ` ��d �"��� �..� j Force 8.00 w 8.00 y 5.00 0 5.00 y 1.400 3.00 0 3.00 y 1.150 6.00 0 6.00 y 1.000 4.00 0 4.00 y 0.700 10.00 0 10.00 y 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 8.00 28.00 Maximum collector force 1.400 kips 16d nail good for 0.132 kips/each Splice 11 16d nails Page 1 Stability details Robert B. Heaton Architect Date 1/19/98 2044 Palm Avenue Chico, California 95926 Tel. (530) 343-8038 5hearwall summary - wan stability Description Wiepe�� M Level V..R Line X 00 ; v 0.225 kips/ft Shear all Dead load Crib. Lengths L M c o `0 3 H Y> } Noldown d a o.VV o.V1 0.01 c.VV V.11J 1'J.01 3./ 13.VV 1.04 Page I 1.64 HDZA/Z-ZX4 r i Robert B. Heaton Architect 2044 Palm Avenue Chico, California 95973 Tel. (530) 343-8038 February 15, 1998 County of Butte Building Division 7 County Center Drive Oroville, California 95965 RE: Spicer residence ATTN: Linda Sexton We have reviewed the roof truss calculations for the above-mentioned project. It is our opinion that the trusses meet the general scope of the project relating to loading, use, etc. s,. If you have any questions, please feel free to contact me. Sincerely, obe Heaton f-� ST -R---- CALCUL -Ai INNS Structural calculations for: Spicer residence Butte County, California ROBERT Bo HEAT®N Architect 2044 Palm Avenue Chico, California 95926 (916)343-8038 K yl�,Y- Gro G 069 -5I(dIA po,CA 1p ail Hiv,�,,�,�.�,� w A3 t h �, i a-�- 6 ea ✓, n q `^+G. f r�.tR,t%-d . ' `�L.�_ 3 �o, in � �2..�dJ rt�a r �l ah v r, my-- &3 (pa-.-cA OL DlrC4 eat b�� w wGf a t" v 2 pJY CA 362 0ox = , 4u5ki, vt rb � ('� a i e. CA UtX R�•,L §SBM_6 9:44 AM - ---------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/18/98 ------------------------------------------------------------------------ Description >>Header at 6068 sliding glass door ---------------------------------GENERAL-------------------------------- Span (L) > 6.250 feet Repetetive ? > N Reduce shear for bm depth > y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 27.920 ---------------------------------ACTIONS--------------------------------- Uniform dead load > .409 kips/ft 28 % TL Uniform live load > 1.028 kips/ft 72 % TL Uniform total load > 1.437 kips/ft End reactions ........................... DL > 1.278 kips LL > 3.213 kips TL > 4.491 kips Design loads ............................ Total load moment (M) > 7.017 ft -kips Total load shear (V) > 4.491 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc* Fc, E DFL NO1-BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcx Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.150 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fct Fc- E DFL N01 -BM 1553 675 98 625 925 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 54.235 116.016 <ok> A (in"2) > 48.237 61.875 <ok> I (in"4) > 652.588 ------------------------------ DEFLECTIONS ----.-=------------------------- Total load deflection > .047 inches L/ 1587 <OK> Live load deflection > .034 inches L/ 2219 <OK> Dead load deflection > .013 inches Minimum camber (glu-lams) > .020 inches <1.5+DL deflection> Standard 2000'R camber > .029 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 7.185 in^2 Minimum length > 1.306 inches Assuming full width bearing- JANUARY 28, 1998 ROBERT SPICER 14603 BRIDGEPORT CT MAGALIA, CA 95954 Re: PERMIT #97-2340 �-��` utte fount L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 With reference to the above subject, attached is: [X ] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans. [ ] Other A.P.# 064-060-013 Action Required: [X ] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] 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 CC: PETE FOX mm SPICER Permit AppDicant; Assessor Parcel Number: 064-06Q-013 Permit Numb, 97-2340 Date: JANUARY 26, 1998 The above referenced buil&ng . plans were reviewed by this affi%e. Provide addizonal infornsation and/or make revisions to pka m spec#1cadons and calculations as follows: )BECAUSE YOU CHANGED YOU ROOF DESIGN, YOUR LEFT, RIGHT, AND REAR ELEVATIONS .NOT AGREE WITH THE TRUSS LAYOUT. PLEASE E SE REVISE YOUR ELEVATIONS (SHOW C CT.WINDOW SIZES, AND LOCATIONS ALSO). 4 g PLEASE.CALCU�LATE THE HEADER SIZE AT THE LIVING ROOM SLIDER.' THE -:TRUSSES .3.POINT.BEARING AND HAVE QUITE A REACTION ON THIS HEADER. J DON'T SEE A POINT LOAD FROM TRUSS T3 (DOUBLE TRUSS) INCLUDED IN THE LCULATION FOR THE HEADER AT THE KITCHEN WINDOW. ENGINEER TO REVIEW TRUSSES AND INDICATE THAT HE HAS DONE SO. Y V If you wish to discuss any requirements, you mcry contact me at (916) 538-7541 between 1:00 PM and a: 00 P.M., Monday through Thursday. LINDA SEXTON MM RESIDENTIAL, PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ` / ICCA) BUILDINGP OU- o� 3 if PLAN CHECKER: A P. NUMBER: Zoning requirements: (side yards and number of permitted living units). 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, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6� 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). F[.00R PLAN: 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. 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 clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 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. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 r� Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). - Proper roof pitch for roof covering (Section 1501). R f covering type - (fine hazard). oam insulation - protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side including supporting wails and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P. G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements.�*j�1 f 0 �0 July 1996 = 46 ve-5&fPW*) 3.3 12/01/97 PETE FOX BUILDER 14603 BRIDGEPORT CIRCLE MAGALIA, CA 95954 RE: B.P.#97-2340 B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 A.P.# 64-06-013 WITH REFERENCE TO THE ABOVE SUBJECT, ATTACHED IS: [X] PLAN CHECK LIST [ ] RED MARKED CALCULATIONS [ ] RED MARKED PLANS [ ] OLTHER ACTION REQUIRED: [ ] COMPLY WITH PLAN CHECK LIST [ ] RESUBMIT PLANS WITH REVISIONS AS REQURIED [ ] 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 PERMIT APPLICANT ROBERT SPICES PERMIT NO. 97-2340 j ASSESSOR PARCEL NO. 64-06-013 DATE 12/01/97 THE ABOVE REFERENCED BUILDING PLANS WERE REVIEWED BY THIS OFFICE.. PROVIDE ADDITIONAL INFORMATION AND/OR MAKE APPROPRIATE REVISIONS TO PLANS, SPECIFICATIONS, AND CALCU- LATIONS AS FOLLOWS: 1. YOUR DESIGN IS UNUSUALLY SHAPED AND REQUIRED LATERAL ANALYSIS BY AN ENGINEER OR ARCHITECT. PLEASE HAVE HIM ANALYZE THE ENTIRE HOUSE, PUT ALL HIS REQUIREMENTS ON THE PLANS AND STAMP AND SIGN THE PkS. (2 SETS). WE ARE IN THE 1994 UBC NOW. SNS 2. HAVE THE ENGINEER REVIEW THE TRUSSES FORCONFORMANCE WITH HIS DESIGN AND INDICATE THAT HE HAS DONE SO. LINDA SEXTON If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. 11/12/97 PETE FOX BUILDER 14603 BRIDGEPORT CIRCLE MAGALIA, CA 95954 Re: B.P.#97-2340 L A N D O F NATURAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 With reference to the above subject, attached is: [ x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other A.P.# 64-06-013 Action Required: [ x] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] 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 - PLAN CHECKER A P.0611IT APPLICANT ASSESSOR PARCEL NO. ROBERT SPICER 64-06-013 PERMIT NO. 97-2340 DATE 11/12/97 The above referenced building plans were reviewed by this. office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1.. YOUR PLOT PLAN DOES NOT SHOW DISTANCE TO PROPERTY LINES. ACCORDING TO 2. YOUR DESIGN IS UNUSUALLY SHAPED AND REQURIES LATERAL ANALYSIS BY AN ENGINEER OR ARCHITECT. PLEASE HAVE HIM ANALYZE THE ENTIRE HOUSE, PUT ALL HIS REQUIREMENTS ON THE PLANS AND STAMP AND SIGN THE PLANS. (2 SETS): WE ARE IN THE 1994 UBC NOW. 3. RE -DRAW THE SECTION OR SHEET'_2 TO INDICATE TRUSSES. CHANGE INSULATION VALUES ON PLANS TO MATCH ENERGY CAL -C'S. 4. LOCATION OF HVAC EQUIPMENT MUST BE SHOWN ON THE FLOOR PLAN. 5. CLEARLY SHOW HOW FRONT PORCH IS BEING CONSTRUCTED-. (ROOF AND DECK) 6. REMOVE ALL DECKS FROM PLANS WHICH DO NOT BELONG. 7. CHANGE RIGHT ELEVATION TO SHOW PROPER ROOF LINE. 8. HAVE THE ENGINEER REVIEW THE TRUSSES FOR CONFORMANCE WITH HIS DESIGN AND INDICATE THAT HE HAS DONE SO. A PLAN CHECK HAS NOT BEEN DONE PENDING THE ABOVE. e LINDA SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. t� -Is eLAfU`Dy'OEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS A.P. NAME: �/' J NUMBER: '"� )(O©�©�3 PFUNT LAST E FIRST / ADDRESS / LOCATION: S� COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: / RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITION I MAP INFORMATION: FPfN�S12 DATE OF RECORDING S�� 3 /% LOT �� BOOK 3UQ -7 PAGE 2 ' Z / COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ✓ 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 BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. �. 2. Maintain a ft.building setback from right-of-way/centerline of _ 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. \ 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. 4 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 PAwwakg DhdsA n. 15. All new residential buildings shall be constructed 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, AIC IN3104dom3C CNVI 31JPS 30 A.LNn00 16610 £ 100 C13AI303H LD 5/97. cnwr61%F0�.K%&0CKFW.CLR APPROVED �nvl Butte an n�f�ith ..a..�•..� .«..w I '13,e--AvoovvL 5oo c - I t t f L wt c%. \f Vl jj l Lt \. _ �I Environmental Health PI NOV - g 200 ornia I Chico, Calf ,_.--