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064-610-035
t 64-61'-35 2.9,06-90E- PEJSA, Joseph' PJ91,9 _ ofNxmsftew-Rd-, Magalia Contr: Rick Trent (well electric) '�J"r' //y/�= 64-6* 3497-90B,P,E,M PEJSA, Joe Magalia Contr: Rick Trent (new sf) 064-61-0-035 9270031 PEJSA, ,JOE CONTR: TRENT,,' RICH, 14969,CENTERVILLE,""OD, MAGAL'iA 1STTRENEWAL/#3497-90- -064-61-0--0-3-5' 93-104 PEJSA, Joe Centerville14969 Magalia Rd, 2nd, renewal/:92-31 ,064-610-035- 94-0144B PEJSA, JOSEPH & CARLENE CO NT: RICKIRENT 14969,CENTERVILLE RD.,-MAGALIA IS COMPLETE B-P#3497-90,1�, 0647610-05 -,94-103OB' -PEJSA, JOE - 14969 CENTERVILE -R.D. -, 'MkLIA CONT: RICK 'TRENT T-064=6ML035 'PERMIT#95-0485 'PEJSA, JOStp ,.:gar. ia, 14969 Centerville Ma CompleteBP#349.7 ir " f ]�.J�1�'7'•ter-j�'�K��� 7� j 7-- _� '- '7 COUNTY OF BUTTE 0A DEPARTMENT OF PUBLIC WORKS Des 1 1 469 Humboldt Road, Chico, CA - (916) 891-2751 t� ` � ' 17 County Center Drive, Oroville, CA - (916) 5.38-7541 % rlSvr`r 7 747 Elliott Road, Paradise, CA - (916) 872-6307 m 1LII�iS Y CORRECTION NOTICE \V\Y y-/W OWNER PERMIT NO. A routine i spection indicates that the following violations of Butte County Ordinances exist at the abov address and should be corrected. Please notify this office when-correction of work -v is com eted. If you have any questions pertaining to this matter, or need additional explanation, lea contact this office immediately. Q AA i;, 00 el IL V 3 01-1 ab V►-� b Date Inspector REV 11/91 ate Inspector REV 11/91 :�-';� .�r••, .. �� COUNTY OF BUTTE ` Y ' DEPARTMENT OF PUBLIC WORKS' 1469 Humboldt Road, Chico, CA - (916) 891-2751. �t 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A' OWNER I PERMIT NO.1,2 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 ° i is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ' 5 - CA- a. =_x _k 5 cla&c Z Co PIT 119k 2,-^/✓ /b c ate Inspector REV 11/91 :�-';� .�r••, .. �� �"+�•�.+�s+_k.y.ci.+-a-..�1+-�_-7+r...e•w.�'�,(:3.r+y.i�.aR.`�'��^:.,�'4•'t_<;r7Try�s.�.i�k��+�:�+�y``'�ip��.. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ; CORRECTION NOTICE qq 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 t' is completed. If you have any questions pertaining to this matter, or need additional explanation, please c act this office immediately. z oy, f 5 Date Il 'o%, " 9y Inspector REV 11/91 - - - COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) X538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ' CORRECTION NOTICE V--Q�ir� e.__ q y - �I OWNEFkj 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, please contact -this office immediately. c' .1 o P d•— Date 7/(o 9y Inspector 7 � REV 1019, F, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2761 7 County Center Drive, Oroville, CA - (916) 588-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE .r ASIA I1-I04L &sS uf£� Tv R f2A, n; ' G O C)P P fn PA jC H �,) N9 L l 6 I IT 1�SEM�rnl�i R-3 \J III f— CCfSS Tc) 1NSPfCf VNAk'JZF1-rQk Y(2 �rN\ n1G :h f� Date Inspector REV 11/91 sr�e OWNER PERMIT NO. yi i 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, e contact this office immediately. 7's' °c ASIA I1-I04L &sS uf£� Tv R f2A, n; ' G O C)P P fn PA jC H �,) N9 L l 6 I IT 1�SEM�rnl�i R-3 \J III f— CCfSS Tc) 1NSPfCf VNAk'JZF1-rQk Y(2 �rN\ n1G :h f� Date Inspector REV 11/91 sr�e �.64-61-35 3497-90B,P,E,-M PEJSA, Joe I4ttl Nimshew Rd, Magalia Contr: Rick Trent fly bp �,;• . { (new sf) . • "� � ,ly � Vii:_ - ._,�-----. _--�=�� `:_,, . �U-19- qy s1.Q' Armee,( U ( L, . — — '` T/�-�gi r ' eJFFICE COPY ti i j Address ------------- 1 ` -JO-2,6-94 ne y -w0 j ' 6C�►o (,J'�. GAS IN p� ��� /I Meter By Date• (1JL .R.fC�/i wo �%��� yklvc� v • iJ . ' nF. ELECTRIC 1 Meter By ✓� Date/_6 f -I I �1 ' " a +01.6 l I N/�l_ 'lel! E C L ` c S f f— f2, 4f—A tWO;.« -;, • See ho ie o, �( TJ-"�VFFICE COPY I «�. Address' 1 f GAS U Date ; Meter By ELECTRIC t r Meter By Date tt { ' ' JOB FINALED (Date) 40 Signature _ v=dK O=Not OK = NotNot Readyabla MOBILE HOMES t Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements 10. Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch 11. Ext.; Steps -Doors -Landings 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG Card B-1 Date Card B-1 7. Utility Clearance POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks Easements 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. 3. Gas; MH Test -Demand -Valve -Connector Boxes-Enclosures- Panel boards- Ins. to Main in Conduit 4. Electricity; MH Test -Crossovers -Breakers -Clearances 9. Health Department Approval 5. Drain; MH Test -Fall -Flex Connector 10. Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch - Card B-1 Date Card B-1 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i r- -- MISCELLANEOUS y, Date DECKS, COVERS, CARPORTS GARAGES, Plans OK except #'s .i 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rig.-Bracing ` 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 fir. ii ` o �p'Not A RESIDENTIAL (Single & Duplex) = Not Ready Dater UND FLOOR Plans) OK exce #'s ing-Setbacks- Ease men -Flood-Slope tg., Main; Soils-Elec. Gr d. -/v6' Ftg. Depth JFtg., Garage; Soils-Steel-Elec. Grnd.-1L/" Ftg. Depth Porches & Decks; Soils-Steel-/Iy/Ftg. Depth temwalls, Main; Steel -Bloc kouts-Wrapped . Stemwalls, Garage; Steel- Bloc kouts-Wrapped baello'ld Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. L{ 'tom eel tf 7 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date1-10-if Card B-1 Date Card B-1 Date Card B-1 C 5 J Date Card B-1 Date PLUMBING (Permit) OK except #'s . . (1g')ater Htr.VvenLAccess-Combustion Air -Baffle I Protection Floor -Tub Access (2 YresthAub)& Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 5> Date Card B-1 Date Card B-1 Date Card B-1 CAL (Permit) OK except #'s re & Transformer Clearance -Ins. Protection §eceDtaclSoaci_n_cELf_qh_jP& Switches at Doors & No. of Conducto ex Installed Cl to Edge of St s quip--creund made up w/Meth. Fastne Bnnd Gas & Water Date Card B-1 Date Card B-1 Date Card.Dl Date Card B-1 Date FRA (Plans) OK except #'s Ar.-Sils,_F.roper Material & Anchors 4 alts its -Nailing, Spaci r ting -Plates -Sound 4 e g Walls over Girde oor Nailing raft Stop in Walls (rat proof) 4 Fire Sto s; Furred Ceilings -Stairs -Chases -Tub 4 HeadersBeam-Siz Bearin NU=V 09te FRAMING (Continued) C4_V Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Ty A .52 -Fireplace Throat clearance i ex r ra top -Ins affles drm. Windows or Exiti oors-Sil . & Di Bions �n Garaue Rrp Prntprtinn Framing gs Doors -One T -Check Garage -3rd Story, 2 Exits fairs dth-Head roo - @anding-Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco esh-Drip Screed -Fd. Vents-Underfir. Access 5 azing Area -Glass Protection -Skylights -Plastic 58, Sqw Walls; Nailing -Bolts Insulation -Walls -Ceilings 0. Infiltration -Walls -Windows Date(j -Q Card B-1 Date Card B-1 Date //y/ S51' Card B-1- Date Card B-1 Date FI Plans OK except #'s 1. EW.. Steps -Door & Sidelight Protection -Landings Smoke Detector 63. s- om tr- o ctor- Infarage; Above Floor -Ducts -Meth. Protection G .` & Bath Fixtures Tub cces Spa ( 6WElec. Trim & Subpanel; Breaker Sizes 86ab 1 or Stove; Clearances -Hearth nt. & Ext. ` d.0!Kit.Fixt. & Appliance; Grnd.-Air top -Cooking CIdWance 71.Wfec. Outlets & Receptacleb-JfKit. Counter amper 74. Wtr. ; Ve -Clearance-Comb. Air-Connector-P.$;r< . In Garage; Above Floor -Meeh. Protection 76,,Pfb., Elec. & Mech. Equip. Listed for Location 76. n 7VZI in Attic Yes Gu ailsDeck o tructio ost Caps dn. Vents & C Hole Door -Drainage & Wood -Earth rance Looked under F l es B . Following instld.; Drive 1ei§ ❑ No; Walks ❑ Yes o; Planters 13 Yes No n- mish 8 C. Unit; Disconne t'Elec eaal, Plumbing 83. Vents Above Robf PI pplian `replace.-Cgaraace to Openings 'Q 8igitl'vater Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; eceptacle-Underground Ventilation Throughout House 87."G -lass Protection 88. 5nections from Previous Inspections ae"Gas Tei -Meters Tagged; Gas -Elect " / 90. W�& Sewer Connected -C40 -to Grade -HD Approval S�4#1'S JP'Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Dated Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) I 29e-ZAppli nce Circuts in Kitchen & Conductor Size/GFI feed Wire Size%�/ ga. Cu o AI- .C. Wire Size / / ga. C At ./ ange Cir / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Ins Neutral C1 Yes 11 No r,, 4>,0 3 e is ser Conductors & Ground -Main Disconnect % 3 ip. Clearances Panels-Motors-Mech. Equip. C I ht= ower Light -Spa Light oke ctor Datef 28 Card B-1 JW Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA CAL (Permit) OK except #!s 34. XDucts Insulation & Support -Iffre—nt Fan; Ex a 3 rzGra '3R et Date Card B-1 Date Card B-1 Date Card.Dl Date Card B-1 Date FRA (Plans) OK except #'s Ar.-Sils,_F.roper Material & Anchors 4 alts its -Nailing, Spaci r ting -Plates -Sound 4 e g Walls over Girde oor Nailing raft Stop in Walls (rat proof) 4 Fire Sto s; Furred Ceilings -Stairs -Chases -Tub 4 HeadersBeam-Siz Bearin NU=V 09te FRAMING (Continued) C4_V Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Ty A .52 -Fireplace Throat clearance i ex r ra top -Ins affles drm. Windows or Exiti oors-Sil . & Di Bions �n Garaue Rrp Prntprtinn Framing gs Doors -One T -Check Garage -3rd Story, 2 Exits fairs dth-Head roo - @anding-Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco esh-Drip Screed -Fd. Vents-Underfir. Access 5 azing Area -Glass Protection -Skylights -Plastic 58, Sqw Walls; Nailing -Bolts Insulation -Walls -Ceilings 0. Infiltration -Walls -Windows Date(j -Q Card B-1 Date Card B-1 Date //y/ S51' Card B-1- Date Card B-1 Date FI Plans OK except #'s 1. EW.. Steps -Door & Sidelight Protection -Landings Smoke Detector 63. s- om tr- o ctor- Infarage; Above Floor -Ducts -Meth. Protection G .` & Bath Fixtures Tub cces Spa ( 6WElec. Trim & Subpanel; Breaker Sizes 86ab 1 or Stove; Clearances -Hearth nt. & Ext. ` d.0!Kit.Fixt. & Appliance; Grnd.-Air top -Cooking CIdWance 71.Wfec. Outlets & Receptacleb-JfKit. Counter amper 74. Wtr. ; Ve -Clearance-Comb. Air-Connector-P.$;r< . In Garage; Above Floor -Meeh. Protection 76,,Pfb., Elec. & Mech. Equip. Listed for Location 76. n 7VZI in Attic Yes Gu ailsDeck o tructio ost Caps dn. Vents & C Hole Door -Drainage & Wood -Earth rance Looked under F l es B . Following instld.; Drive 1ei§ ❑ No; Walks ❑ Yes o; Planters 13 Yes No n- mish 8 C. Unit; Disconne t'Elec eaal, Plumbing 83. Vents Above Robf PI pplian `replace.-Cgaraace to Openings 'Q 8igitl'vater Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; eceptacle-Underground Ventilation Throughout House 87."G -lass Protection 88. 5nections from Previous Inspections ae"Gas Tei -Meters Tagged; Gas -Elect " / 90. W�& Sewer Connected -C40 -to Grade -HD Approval S�4#1'S JP'Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Dated Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) I i DEC,1 �JRNt 09 X95 10: 34AM THRIFTY -"- P. � ��i= ��'kttta 31 1 n4 14;e4 ROSBORO AEE COR `. FAX NO, 726 010 N P(3 5A APA I 7 Yh.1 01112 � Ce#ificate,of Conformance 'a . Cbrtiftcst8 '_-2S7-7 7 THE UNDERSIGNED MANUMMAER HEREBY CEERTIFIES that the structural identifiAd b®Inw and marked with a coli$ctive mark of Aitnerfoan Wood Systems (AWS) were man- ufactured in accordance with the specifications fndicated below, ) e man - Z3 ANSI Standard A190,1.1989, for Structural Glued LOMinated Timber 0 :ab NameLTR CEDAR H0MES - SRAT'n a e. Job location J 5;x 14611 NIMSHEW RD MAGALIA 54 CUatOMV8 Order No. 81525 W 12-15-93 Oete ��._,,. ��_ Mfgr's ardor No. 4300-C �� • 24F�-V4;,,1 OQF LOADED FND JOINTS 'Title, company ROSl30Fi0 LUMBER co, AddreSS SPRINOMEt~0, OF35CON t oats 12-13-94 IT IS HEREBY CESTIFISO that the structural glued laminated timber Production manufalcturar which carries a collective mark of AmericAn Wood Systms (AWS) s thO ubject to res uls audit by American Wood Systems, such audit consisting of the Inspection with re0sonable frequency of the manufacturing process, With adequate sampling t,n verify the quality of luiam c Q ancy the adequacy of glue bond: , e instruction and i ,`'`Qp�401, j f�ygt /��►�► Sji- bylle15.7&/o7�' Michael A. O'Halloran • �Avgwlfyv YIRI PI`enoom MU aD �oIkea 1 '� {�i� • �Y� 9ZAOi�..i�� ptouhmg booty is lAu t+ o�!° ' ? ;+��' y rflaH FI3AUTOMUKAM C1S 4D12R30WU BHT -num DIDw {/SWA) nmoaa�`t o�:x' ": ��' �ri.� +,� rc+ s�foo= = } dim a neb�$ nt 01006 ui 7-0 PA/zA d,156 �s cjc3bnM8 (SWA 0 du I + r 3 5- . r . � IY�.• w v �Y-11►t.. yyr...�M1Y71rY �M y� ^` aQ-t 1- a ! �aa3d o.r�I!RIAoaae �a n3eMv� Cao62a� �tr.�rts� nimst boulg lmutounta ed, js dt 03�21ITia30 Y83A3H 21 TI batnBn vCda erlt to noitoubmq iodmi) bels Vlugol of tloldua el (eWA) sm=i P- bcoW WohemA ta! � uA ttdu�e4me�(�DODO= 0 'booW4na h mA Id � bba ;ronoupa t oidonpabol MW noltoegenl 9di to gnimignoo 1b _ bns nottaultan= mstuie tO ODSUP erlt yble r ct QnilgmB$ upebti i%r .mob o�d ©ulg 10 Vn p9be Oft <*. -.�- cou�rr o€ s BUILDING DEPT � ld f1r,0ltsgli'g0 j .app leartpolM� �►iy?+�'�i`� �i+�'tt t�'$II�l�.i;'i°:�7 r - �Y �, �;� �, 1' � '► `�� C'F'f3t911nrri Vv, S COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Califohia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCELNUMBER 64-61-0-035 ZONING AR BUILDING PERMIT OWNER r JOSEPH PEJSA TELEPHONE 873-3994 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14611 NIMSHEW RD MAGALIA ,95954 EST 2 000.00 CONTRACTOR'S NAME MY OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 14969 CENTERVILLE RD PERMITFEE $ MAGALIA, IJ5954 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PF;RMTT Tn COUPLETE 31197-90 Mobile Home 7FFFdT W F @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service e00v OR LES ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BIDS. ) 3.50 FSTO.. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 2e a 1.50 BAL SO Ex. Occup. Oun�is RESID.j OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) Er�l 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 prov sof section 3700 of the Labor Code, I shall fo comply ith tho prof ions. X/�tiDate J /_J=' _ Sig ure of pplicant - ❑ O er ❑ Contractor ❑ Agent OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 74.00 HA2. I D. FEES I IMP I FLOOD CDF PARCEL PD I HD ISS This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Dale -3 ((oo 3 6 J96 j/ !�' (pate Receipt No. 175567 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY,. OF BUTTE Department of Development Services _ Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico:. 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and - issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2: I (havelhave not) , y signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the followipg person to coordinate, supervise, and provide the major work: Name Address City Phone - Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner e, Social Security e Date 2. NOTE: This Owner -Builder Verification is sent to you as required by. Sections 19831 and 19832 of the California Health and Safety- Code. F This verification must. be completed and returned to our office before we are permitted to issue the permit. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. `� Proposed Building Us uiWing Inspector Datefzz:!�;� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t//DATE RECENED BY 1, All items have been submitted 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . Complete plans, 3/4 sets, signed by preparer of plans. ..................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $......................................... Impact fees as shown on attached schedule. ........r ...... California Department of Forestry plan'-approval/fees. ...................... . Flood elevation letter (100 year flood) by"California Engineer . ................. . Sanitation and plot plan approval M Health Department . ............ City of Chico plumbing permit. ........................................ . Plot plan and business license approval from City of Biggs/Gridley. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ... Fre-Inspection req.u�- Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to owner , Mail to owner . .......... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization. ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan checklist ...................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. IN SLY 11ba Plan Attached Floor flanAtuiclwd Scut to It. 1). C -._— TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4/ $7o� C�V 7- AP# Location w er Water Supply: Public Private Well Plan Approved for: Sewage Disposal Clearance for bedroom nulbile liollic. Other Hold final for: Final,clearance O.K. tor: NO'l .Environmental He�aaecIalIst 8/92 1), to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance V er Location Plan„ Approved for: Sewage Dislx)sa1 Water Supply: Public Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOT -: Environmental Hea ccialist 8/92 Ii.11, Ilsl t7\Ll' Hot Plan Attached Hour Plan Attuched {� w sent to 8.1). AP# Private Well D! to TO Buildinc Department FROM: Environmental*Health SUBJECT: Sanitation Clearance I�l� -6 3f Owner Location AP# Plan, approved for: Sewage Disposal Water Supply Water Supply X Hold sinal for: W�JC Water Supply Final clearance O.K. for: . _ ,I-- Clearance for bedroom Jd" home. other NOTE *** Date Sanitarian 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 6SI-,-- 75(�g 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.I ou have any questions pertaining to this matter, or need additional explanation, please c9pKct this office immediately. y !it Date / Inspector, REV 10/ 2 Date inspector REV, 11/91 I. Af\ 1 Z,. - vu i Mfr f.f; COUNTY OF BUTTE DEPARTMENT,OF-PtIBLIC WORKS 1469 Humboldt Road, Chicb, CA - '(916) 891-2751. 7 County Center Drive, Oroville, CA - (916) 538J541' 38-7541- 747 747 Elliott Road, Paradise, CA - (916) 872-6307 sa'. CORRECTION NOTICE OWN k PERMIT NO. A routine inspection i icates that the following violations of Butte County Ordinances exist at X the above address nd should be corrected. Please notify this office when correction of work is completed.) ou have any questions pertaining to this matter, or need additional explanation, t please con t this office immediately. Date inspector REV, 11/91 I. Af\ 1 Z,. - vu i W I .. 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 qLl- pll OWNERn 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, please contact this office immediately. Date inspector - f� Inspector REV 10/92 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA (9,16) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 J CORRECTION NOTICE 0-0.1 OWN& 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, please C'pq tact this office immediately. s p Date �� -G% Inspector f7l,2_�,tQ/z-� REV 77!87 Insulation Certificate BUILDING OWNER: j aj= 4( A-,eL�-,r /�,_=� S/� BUILDING PERMIT #: BUILDING LOCATION: qqq ~ dWT7�UC[_Li' /�O. /" l�{� �q Z- [A ✓A - Description of Installation ROOF - Material TS X -/U D Brand Name Thickness (inches) _lo " Thermal Resistance (R -Value) - 8' CEILING Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Name Contractor's minimum installed weight/h lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR WALL Material F Thickness (inches) Brand Name Thermal Resistance (R -Value) — RAISED FLOOR s Material Brand Name Cv2 lit1G Thickness (inches) 'Mennal Resistance (R -Value) - SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor (Builder) Signature and Title License Number Date License Number Date THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville? Cali"ioMia 95965 - Telephone (916) 538-7541 PERMNO. APPLICATION AND PERMIT 94-- Qi -- ASSESSOR PARCEL NUMBER 064-610-035 ZONING "' - AR1',1H-3 BUILDING PERMIT OWNER JOSEPH PE SA CA LENE PE SA TELEPHONE 873-3994 SQ. FT. OCC. BUILDING VALUATION EST 21 000 OWNER'S MAILING ADDRESS 14611 MH MAGALIA, CA 95954 CONTRACTOR'S NAME I K TRENT TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDERUNKNOWN RITTIE, COMMUNITY T Total Valuation Is LENDICLKAg1 r tft JJESs 1. t�tC1l IC1l Filing Fee $ 20.00 Permit Fee $ 216.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14969 n F PERMIT FEE $ 236.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF A Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W ` 20'00 TYPE OF WORK New O Addition 1:1r Remodel O Utilities O Installation O Othe Describework: PERMIT TO COMPLETE 3P;#3497-90 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS I 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. ORADDNS. ( & ACC. BLDS. ) so. 3.50FT, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) 7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 2091. 00 BAL. .50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. JOI I shall not employ any person in any manner so as to become subject to the Worker's r Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood T6-50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Cou in con equence the gr nting of this permit. / p X J Date ! % 6 - !?y Signature of Applicant -OwnerCU Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 236.00 HAZ. I D. FEES IMP FLOOD I CDF PARCEL I PO I HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. DIRECTOR OF PUBLIC. WORK S J' BY �� �^" �1/N/D D to ` I PERMIT EXPIRES ON If (Det ) / Q Receipt No. v L J WHITE-D.D.S.-B.D. CANARY -A ISESSOR PIN - SPECTOR GOLDENROD -APPLICANT C'-..i�}iti,r�,,,,,�.�..,-���,1rw�'1ti+.J:�.' :_�,4, t,.:r*�i-v.',h,rq�- l+.i`1�,'C�'-^g.�f"`�� � ` `..`w� ��"'^"".yf.'"'ir^.��,rtsr'S�•n�'�-l!"i�-,'►►v.-+i�+!'�`-x^'''�`�'�'4�i (/ COUNTYOF BUTTE - DEPARTMENT Q-DkVftOPMeNTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER J059,447 ARI a.�� S.a. A. P. Nw . Y' 610 - old Proposed Building Use Budding Inspector_(_ Date 3 At time of per it application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED By 1. All items have been submitted. ....... ............................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ............................. 3, Complete plans, -3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs; 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ...........................'. ............. . 6. Energy Design Compliance and supporting documentation. .... °............ . 7. Statement of Intent for Non -Heated and A/C Buildings. ...................... . 8. Engineered truss details and layout in duplicate (required prior to°plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2`sets. ........... y 10. Fees of $ 11. Impact fees as shown on attached schedule.. ............................. . 12. California Department of Forestry plan approval/fees. ..... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health.Department. ............ 15. City of Chico plumbing permit. .......... .......................... It. . 16. Plot plan and business license approval from City of Biggs/Gridley. . . . . . . . . . .. ..I 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... -•. 19. Driveway permit (construction approval required prior to occupancy). ............ 20. Pre -inspection for required. .. s ";�� 9 sp`eaor , (Date) `121. Contractor's license information. (No., Name Style, Classification) . ............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner , Mail to owner .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . ................`.." '. 25. Letter of signature authorization . ........................................ 26.. Copy of recorded deed,of parcel creation and 60 right of way to a public road...... N 27. Letter of intent on building use . ....................................... . 28. Mobilehome utility clearance . ....... :.................................. 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... . 32. Plan check list. ......................... 33. 34. , When you issue the permit, process as follows: .//Mail to:owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent' Health Dept.Y Fire Dept. Air Pollution Date Copy of plans sent 'Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _phone _mail Counter by _Date Contractor, designer, owner, as advised of �b �fuired data by _ phone _ mail Counter by _ Date Plans checked by rad ice- Plans approved by Date Sets of plans on'hold in "File cabinet AP folder Copy - Department of Public Works 74 ^::t � r , .. � 1 :+ 4,►1 ,.-; 1 _r vOUNTiY OF BIUTT'E+-TTI�, A '7 M—�9O:F PUBLIC f7K z PERMIT NO: 7 County Center..Dnvec- Oroville, California 95965 Te�:phone: 976/5 38-7, 1 2906-90 .✓ r .r0APPLICATION'AND PERMIT ASSESSOR PARCEL NUMBER ZONING. 64-61--35�' ' r. ,'',''�i t' '. ARMB3 - - BUILDING PERMIT OWNER8 TELEPHONE .708@ b fet3 - ' '-'1"+= `�"'� (619)278-3390 so. FT. OCC. BUILDING"VALUATION OWNER'S MAILING ADDRESS 5337 lawin Ct San' Diego. 92124 , • ! CONTRACTOR'SNAME Rick'Trent TELEPHONE 873-0836 CONTRACTOR 'S„MAI-LING -ADDRESS P.O. Box 213-.-: Maaalia 95954. Fireplace CONSTRUCTION LENDER I , UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS - Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER - LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ - ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14611 Nimshelw Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Ma alis Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL -MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE 4Gas ` SF ❑ Duplex❑ Mobilehome❑ Other P7e3l SPECIFY piping system 1 - 5 outlets 5.00 Building sewer 5.00 -Mobile Home S G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation[] Other ❑ Describe work, well electric _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 Main service 600V OR LESS 100 AMP OR LESS 10.00 10*QQ Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): i I am licensed under provisions of Chapt. 9, Div. 3 of the BuSlnesS and Professions Code and my license is in Aull orce and effect. License No. 602_0 1°1 Classification I ❑ I, as the owner, or my employees with wages as their'sole'comP:en- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as 'the owner, am exclusively contracting :with licensed, contract- ors. (Sec. 7044) ' r ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.II2 OR ADONS. ( ACC. BLDGS. / 2hQSq ft NEW CONSTR ULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea HP POWER APPARATUS h 7 (SINGLE OUTLET CIR. ) 2.00 Ex. Occup(OUTLETS OR FIXTURES BAL@30 BALD 30 Ex. Occup. OUTLETS P(RESID )FIXED APLNS REA.) 1 2.00 Temporary service 1 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 15. preinspection 15.0 Permit Fee $ . WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 I Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to al'I-County Ordinances and State Laws relating to building construction.,. and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against saLd ounty� consequence of the granting of this permit. + { t /4' Date t %� !I Lo Signature of Applicant — Owner❑ Contractor Agent An OSHA permit' is required fd,r excavations over 5'01' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 52.00 / HAz CUA PARK SCHL FLD PAR PD Ho ISSUE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PE&(T EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date A- 2 Z-cf -.3 Receipt No. '7P'I ,- WHITE-D.P.W.. YELLOW-ASS[SSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Californiai95965 - Telephone: 916/538-7541 ' APPLICATION AND PERMIT i PERMIT N0. 2906-90 A ASSESSOR PARCEL NUMBER 64-61-35 ZONING ARMH BUILDING PERMIT OWNER Joseph Pe'sa (619)278-3390 TELEPHONE SQ. FT. OCC.1 BUILDING VALUA ION OWNER'S MAILING ADDRESS 5337 Jamin Ct San Diego 92124 CONTRACTOR'S NAME Rick Trent TELEPHONE 873-0836 CONTRACTOR'S MAILING ADDRESS P.O. Box 213 Ma Alia 95954 Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14611 Nimshew Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Ma alfa Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF El Duplex❑ Mobilehome❑ Other 14@ll SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.0Oe TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: well electric Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Bushes$ and Professions Code and my license is in full orce and effect. License No. �- �� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ACDNS. ACC. BLDGS. 2/2Qsq ft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea HP POWER APPARATUS e 2 SINGLE OUTLET CIR. ) 2.00 Ex. Occup( OUTLETS OR FIXTURES 20050Q P� BAL@30 Ex. Occup. OUTLETS FIXED P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 15.0 preinspection 15.0 Permit Fee $ 52.7 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid ounty conseq ence of the granting of this per it. X � ry" I IThis !!!!/1b Date Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0 'deep and demolition Or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 52.00 HAZ CUA PARK SCHL FLD PAR PD HD ISSUE permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT R OF PUBLIC WORKS By Date p_i-Z-E PERWT EXPIRES Date 7 L/ Receipt No. 7v 33 L WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUT E DEPARTMENT 099 UBLfC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville,— Phone: 538-7541 747 Elliott Road, Paradi"se— Phone: 872-6307 CORRECTION NOTICE 01 OWWE-��r PERMIT NO. A routine inspection indicates that the following ~violations of County Ordinance exist at the above address and should be corrected. Please notify this office when,, correction of work is completed. If you have any question pertaining. to this matter, or need additional explanation, please contact this office immeiately. Date // Inspect4o COUNTY OF BUTTE - DEPARTMENT OF PURL' IC`WORKS - BUILDING DIVISION v\ i / s 7 COUNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT�0 L- CATION DATA SHEET i Permit No. OWNER V OSCPH /OfJ S e& A. P. No. 6Y .6/—F'3 5-1 Proposed Building Use u�eke CG�4 tC, �' Building Inspector C 5'`� Date i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date r Plans checked by Date Plans approved by Date--"� Sets of plans on hold in File cabinet AP folder y Copy—DPW - 1' All items have been submitted . ..................................... 2..Plot plans in duplicate/triplicate, signed by preparer of plans........ ' 3' Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ....... ................................... . 6. Energy Design Compliance and supporting documentation ......... I 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... '. 10. Fees of $ ........................ ' ' 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department ' 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of r (see City for other requirements) - :. 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW • _ Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for Lin G� l required Pre-inspec. request to ' Building Inspector (Date)" , 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate -of Workmans Compensation I urance .................. 23. Owner -Builder Verification (Given to owq Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowle�fgment Statement ......... 25.. Letter of signature authorization .... .0 ........................... ' 26. 27. 0 When you issue the permit, process as follows: Mail to owner. Mail to contractor. _. Telephone and hold for pickup at office. Deliver w. /inspector. Other Applicant Date l o { ` Copy of Haz-Mat form sen Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. _Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date r Plans checked by Date Plans approved by Date--"� Sets of plans on hold in File cabinet AP folder y Copy—DPW - Ar Am-SHIft-li Cen1��� u� ` PRE -INSPECTION — WEST sidC C e,,v OWNER: ,c���pf r�J Sld DATE - t?_ C70 LOCATION: ,y6 11 A.P. # Cy 6, ` 35__ v CONTRACTOR: %Z C k ZONING 4/x'%1 H 3 PRE -INSPECTION FOR: W e 1 % e ((?-G to r `c DATE TO INSPECTOR --------------------------------=---------------------------------------------------- ZNONE PERMIT HISTORY: E] AS FOLLOWS: e TYPE OF OCCUPANCY FIELD - INFORMA BUILDING USAGE: TENNANT: J , o [� OCCUPIED T7_] HAS ELECTRIC F-1 HAS GAS E�] HAS SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED ry• .OTHER COMMENTS: ACTIO ECOMMENDED:. ISSUE HOLD FOR OTHER: rA JOSEPH PEJSA 14611 NIMSHEW RD. MAGALIA, CA 95954 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 DECEMBER 6, 1994 RE: Building Permit # 94-0144 Expiration Date: 1/19/95 A.P. # 064-610-035 With reference to the above subject, our records indicate that your building per expires on the above date and your permit falls into the category marked below: [XX] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ .J No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please ' contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Yours very truly, Michfael C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office . - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 OWNER'S NAME: p4p— \ S 01-1 RECEIVED PERMIT NUMBER: �- % —� V A.P.#: n�9q DATE URESIDENTIAL ❑ NON RESIDENTIAL RECEIVED BY TIME _ REQUIRED PRIOR TO PERMIT ISSUANCE ------------ ❑ FROM DATA SHEET 'REQUESTED BY PLAN CHECKER p OTHER ---------------------------------------- REQUESTED BY CORRECTION NOTICE X YES [] NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: -------------- WHEN APPROVED, PROCESS AS FOLLOWS: — — — — — — Mail to owner � (Address) � Mail to contractor Call and Address) I U ` _ and hold for pickup at office. Deliver with nest inspection. REVISED PLAN. CHECK FEES PAID: $25.00 _� $4(o-00 Additional Fees N COUNTY OF BUTTE - DEPARTMENT Ol fi PMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California'95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-610-035 ZONING ARMH3 811OLDING PERMIT OWNER E PSA TELEPHONE SQ, FT, OCC. BUILDING VALUATION OWNER'S MAI UNG ADDRESS 69 CENTERVILLE RD, MAGALTA CA 95954 EST 49,000 CONTRACTOR'S NAME RICK TRENT TELEPHONE CONTRACTOR'S MAILINGADDR AGAT.TA CA 99954 Fireplace CONSTRUCTION LENDER NnNF UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 408.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14969 CENTE VILLE RD., MAGALIA PERMIT FEE S 428.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO.SUB DIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF CIX Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK y New ❑ Addition El Remodel ❑ Utilities ❑ Installation El Other') Describework: AWL COMPLETION VALUATION FOR #90-3497 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 AND CONVERT VALUE OF OPEN DECK TO DAYLIGHT BASEMEN III OR LESS Main Service ( ) 200AORLESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLOS. ) SO, 3.50 FT, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 1 am a licensed under ❑ provisions of Chapter 9, Division 3 of the Business and p p Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. @ .50 Ex. Occup.FIXED APPLNS. OR (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. X - I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence o the ranting of this permit. X Date �� [ 3-97 Signature of Applicant Cl Owne Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE S HAZ• I D. FEES IMP I F1000 CDF PARCEL PD HD ISSu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a for which fees have b e paid. �j Q BY ate %7 / � / i /� PERMIT EXPIRES ON ! // lDatel Receipt .D. WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK•INSPECTOR GOL E OD•APPLICANT - COUNTY GF BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: ' 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this. information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)�. 2. I. av have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name R fen� T' Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work:' Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner , Social Security Number Date 13 - NOTE: 3 - NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS V/. 7 County Center Drive - Oroville, CaCifornla,95965 - Telephone: 916/538-7541 APPLICATION AND` PERMIT PERMIT N0. i ASSESSOR PARCEL NUMBER ZONING ARMH-3 BUILDING PERMIT OWNER064-610-035 Joe Pe 'sa TELEPHONE SQ. FT. OCC. BUILDING VALUATION " OWNER'S MAI LI G ADDRESS 14611 Nimshew Rd: Ma alfa 95954 CONTRACTOR'S NAME TELEPHONE 873-0836 CONTR,ACTOR'S MAILING ADDRESS M 95954— Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ 216.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 231.50 14969 l7pni-prvillp Rd-. Magalia PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME ___JPARCEL MAP Water piping 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ER Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home Is G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: 2nd Renewal of B.P. #3497-90 (1st Renewal was B.P. #92-0031) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 CONTRACTORS LICENSE LAW I declare and enaltjr of perjury c ec one : ❑I am licensed under provisions of Chapt. 9, Div. 3 of the BUSInesS and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) E] I, ., as the owner, am exclusively contracting with Licensed contract- ors. (Sec. 7044) E:] 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200AORLESS 18.50 Main service 200ATO1000A, 37.50 NEW CONST. DWELLING OCCUP.g\ OR ADDNS. ACC. SLOGS. // 3.64 sq.ft. NEW CONSTR. U TI. UTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. EX. OCCU p(OUTLETS OR FIXTURES 20 76 AL on ARI FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORK CE I declare u41er penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice'to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify ee harmless the County of Butte against all liabilitie gments, c , and penses which may in any way accrue against Cc ty in cc uence the granting of this permit. Date �� /��,� Signar of Applicant — Own r contractor A ent A OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 231.50 HAz DFEES IMP FLOOD CDF PARCEL PD HO ISSU This permit is hereby issued under the sions a Butte Coun Code and/ wOr, in Gated which f DIR F BL B P ATXP R S Date 1/8/ applicable provi- r r olutions to do s ve been paid. RKS Date Receipt No. 1 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT /1 COUNTY OF BUTTE Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1: I -personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) �h 2. I (have/have not) jVgvO signed an application for.a building permit for 'the proposed work. 1 3. I have contracted with the following person (firm) to provide the proposed construction: Name�-�— Address City i.Wi4,, << Phone —7�&�� Contractors License No. %722 4. I plan to provide portions of this -work, but I have hired the following -person to coordinate, supervise, and provide the major work Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Securit Date / /y NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and -19832- of -,the- California Health and Safety -Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. Z COUNTY OF BUTTE - DE'LLDAR* TMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Californl 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 9,j -0d 3/ Yelll ASSESSOR PARCEL NUMBER ZONING "64-61-35 A R'Ei3 BUILDING PERMIT/ OWNER TELEPHONE. .TOE PEJSA S0. FT. OCC. BUILDING VAL ATIO 4 OWNER'S MAILING ADDRESS/fins �a I ST RENFWAT. CONTRACTOR'S NAME RICH TRENT TELEPHONE 873-0836 CONTRACTOR'S MAILING ADDRESS MAGALIA 95954Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee r i T, $ 916,50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ' $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 231.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFU Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S I G I W= @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ OtherM Describe work: 1ST RENEWAL OF BP"3497-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjur, (check one). ❑ I am licensed under provisions o Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑D I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) T I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) _37.50 NEW CONST. ( DWELLING OCCUP.& 3.64 sq.ft. OR ADDNS. ACC. BLOGS. II NEW CONSTR.MULTI-OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS h (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 APPLNS Ex. Occup. OUTLETS ((RESID,)REA.) 3.00 Temporary service 15.00 Ho Mobile Ho me Facilities 15.00 Misc. g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.0 a uation or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again said C unty in c nseque of the granting of this permit. X Date /r� — I ❑ Agent Elsions Signature of Applicant Owner Contractor An OSHA permit is required for oxcovorions over deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $ 231.50 HAz I DFEES I IMP I FLOOD I CDF PARCEL I Po I HD ISSUE This permit is hereby issued under the applicable provi of the Butte County Code and/or resolutions to do hich fees have been paid. UBLIC WORKS Woi��w By Date PERMIT EXPIRES Date — — Receipt No. WNITE-D.P.W.. YELLOW-ASSFSSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE = DEPARTMtJrV_0 UBLIC WORKS - BUILDING DIVISION s 7 COUNTY CENTER DRIVE - OROVILL•E, CACIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPU ATI -O DATA SHEET % i - Permit No. / OWNER _ A. P. No. 0 Proposed,Builcing Use f,4 -Z4 uilding Inspector Date �— 2 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. ...... ' 2. Plot plans in duplicate/triplicate, signed -by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans 4. Complete engineered. plans anc!'calcs, with. wet signature on plans%. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid .........' 12. Park fees paid ................... �............................. + �y. r- 13• School District fees paid ............ 14. Sanitation approval from Health Department " 15. City of Chico plumbing permit ..................................... �.. 16. Plot plan and business license approval from City of (see City for other requirements) f ;p 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW `- 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications .. 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... `f 24. Recorded copy of Agricultural Acknowledgment Statement ......... r 25. Letter of signature authorization .................................... F` 8 z 26. 27.�' 't5 When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other _ Applicant U , `%-Date Q Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—nail—counter by .date Contractor, designer, owner, was advised of at�required data by—phone —mal l—counter by date <' n Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date - _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES e 1 cvuNtY ckNiER,DRIVE OROVILLC, CALIFORNIA 9!;9G'3-339/ rELEPIiUNL: 191f) 538-7541 FAX: (916) 530-2140 January 8, 1992 Rich Trent RE: Building Permit # 92-0031 (Renewal P.O. Box 213 Expiration Date 1/8/93 of N/SF) Magalia, CA 95954 A.P. # 064-610-035 i Dear Mr. Trent: -With reference to the above subject, our records indicate that your building, permit expires on the above date and your permit falls' into the category marked bPl0\d: Permit work started, but not completed. Permit may be renewed for z the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has'been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by /you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. 71 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration 'of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Paradise _ office: Thank you for your prompt attention concerning this matter. Yours very truly, JFG:hla J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: [Renewal Application I—JOwner-Builder Information F—JOwner-Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 Woods Engineering ltd PO BOX 9264 591 NORTH DYER CIRCLE INCLINE VILLAGE NV 89452-9264 TEL/ FAX 702.831.5788 t .61 PM- I N JOB . 4 SHEET NO. I CALCULATEDBY OF DATE CHECKED BY DATE .qr.Al r ?I I ml PRODUCT 201-1 (SlMieShlM)205-1 (PadW)®. I., GmMMmO1471. To OrdelffiM TOLL FREE 1-8*425-M Woods Engineering ltd JOB � S PO BOX 9264 SHEET NO. OF 1 591 NORTH DYER CIRCLE CALCULATED BY DATE �` t INCLINE VILLAGE NV 89452-9264 TEL/ FAX 702.831.5788 CHECKED BY DATE PROM 204.1 (Sb* Seam) ani )PaWW) Q. ur, Gram Mass.01471. to OtW MM TOLL FREE 14*n5-M COUNTYOFBUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. A5SESSIDR PARCEL NUMBER1 _ ZONING ` 13 11 BUILDING PERMIT OWNER Y Sa tELEPh NE619) 278-3390 SQ. FT. OCC.1 BUILDING VALUATION 2418 R 96,720 OWNER'S MAILIN ADDRESS n r i 1 92124 San Diego 632 open 3,160 CONTR C OR' NAME Pi rh TELEPHONE I R73-0836 CONTR 1 I G ADDRESS Fireplace A 1,000 CONSTRUCT ION LENDER UNKNOWN Total Valuation $ 99,880 LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 433.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 216.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS /�� j E n• C� r of (D l Permit tee $ 674.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 11 2.00 92.00 Solar or heat pump water heater 20.00 20.00 LOT NO. (VISION NAME [7 PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF C& Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 9,00 Mobile Home I S I G JW t0.00e TYPE OF WORK New M( Addition ❑ Remodel ❑ Utilities ❑ Installation[]Other ❑ Describe work: 3BR r - Permit Fee $ 62.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service jp0 AMP ORV OR LESS10.00 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ' 91 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. SO 2 8 l Classification (� FlI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) • ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP OR ACDNS. ( ACC. BLDGS. .tr I/z¢sgft 60-530 NEW CONSTRMULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2AL SOC e0L030 FIXED Ex. Occup. OU LETS P(RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 83.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating pellet Stove Conlin g Hood 3,00 1 3,00 Ventilation penult Fee $ 13.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Co ty in consequen of the granting of this permit. X YlL �� Date Signature of Applicant — Owner ❑ Contractor Z Agent ❑ I # An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 c c TOTAL FEE $ 862.50 HAZ CUA -"-' -"• PARK SCHL FLD AR D D IS E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DI E R OF LIC By 07 PER IT EXPIRES to the applicable provi- resolutions to do have been paid. WORKS Date 11(9141i7f o Receipt No. _71 7 ��� 310 — OO, WMITE-O.P.W - pW- S-1----. PIM --INSPECTOR. GOLDENROD -APPLICANT TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance �cS,5�1.. 1461 Yli athcwl'�. t�64--6P-C�-,D35 O�oner Plan Approved for: Sewage Disposal_ Water Supply x Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom a� home. Other NOTE S nitaria Date l 4c.y j l Ar - COUNTY v COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95985 - TELEPHONE: 918/538-7541 PERMIT APPLICATION DATA SHEET Permit No, OWNER J04 . r $� A. P. No. Al — 61 Proposed Building Use e'J Building Inspector Cs J Date 5 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 4 1. All items have been submitted . .................................... '9..Plot plans in duplicate/triplicate, signed by preparer of plans ........ omplete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliang� and supporting do umentation ......... 7. Stamen3 of�lftel�tfor NofiTHjgtad,,ai��AC �il ings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation �instructions .. .}.vor........................................ ees of $ 1 / ........................ 11. Chico Urban Area fees paid ....................................... r M112. Park fees paid 3. ✓J/9RA51C_i sSchool District fees paid .............. 114. Sanitation approval from � n �a1� Health Department 5. City of Chico plumbing permit." 16. Plot plan and business license approval from City of A (see City for other requirements) - 17. Planning approval for (A) Use: (B) Parking:— Improvements arking: Improvements may be required. Contact Land Development Section DPW 0- 19. Driveway permit (construction approval required prior to occupancy) L4) 20. Pre -Inspection for required Pie-Inspec.request to Building Inspector (Date). ` 21. Contractor's license information (No., Name Style, Classifications ... 22.• Certificate of Workmans Compensation Insurance .................. 'Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural, Acknowledgment Statement ......... ,24 --/`/—`rd �'• 25. Lett f si nature authorization .............................. 2 42 os • When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at 0_0�2_office. Deliver w/inspector. Other T O$ Applicant Date b? Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent ____Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issua e: (CiAnln new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor signer wne , was advised of above required data by_phone�l I counter by�..date Contractor, igner, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW i / L111.111 IIV. 7 County Center Drive - Urovllle, California 95965 -Telephone: 916/538-754�� APPLICATION AND PERMIT 11RAMI 3 BU1LD1tIG PERMIT OWNER'S MAILING ADDRESS '337 3,9� nt��,►,J �� CONTRACTOR'S NAME CONTRACTOR'S MAILING ADDRESS —�0, 60e X 13 CONSTRUCTION LENOER NOER'S I*"A R'EiifTEE T6iVENdiNeen �MXiCiNo �otiit -AUir5i5 5_A56ni LOT NO. I SUGOI GZV,7S= TELEPI. g i3 - C!d 9 5's5y — 1UNKNOH PARCEL MAP D SO. FT. VDuplex[:] USE OF STRUCTURE SF Mobllehome❑ Other sPECIFr TYPE OF WORK New d Addltlon�❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 7 cs `t. AeFer, 70 Jz Fireplace I OCC. BUILDING VALUATION Total Valuation 1=9 Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S I G I W Permit Fee Contractor ELECTRICAL PERMIT Main service 100v OR LESS 00 AMP On LESS Main servlce EA ADD'. too AMP or* • CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification F1I, as the owner. or my employees with wages as their sole compen- sation, will do the work,and the structure Is not Intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑� I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCfiuP. � OR AODNS. ACC, aLDGS. y aE riEly co�tsTR tauC�i.�uTLET NO.RES10 BRANCH IRCSJITS POWER ArPnn ATUs e SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES Ex. OCCUp. OUTLETS IREIXFD APPISIO IREA.) Temporary service Mobile Horne Facilities Misc. Wiring g Permit Fee r 1 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit Is for $100.00 (valuation) or less. Pr I have placed on file with the County of Butte Building Departmentfie— a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person In any manner so as to become subject to the W. C. laws of California. Notice to Applicant: 11 after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Heating Y Cooling g Hood Ventilation permit Fee Contractor I certify that I have read this application and state that the above Information Is correct. I agree to comply to all County Ordlnancss and State Laws relating to building construction, and hereby authorize representatives of the Countyol Butte to enter -upon the above-mentioned property for inspection purposes. I also agree to save. Indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County n consequence of the granting of this permit. X�t,c�� Date4's Signature of Applicant — Owner ElContractor Agent 9 ❑ T 7— An OSI4A permit Is required for excavations over deep and demolition or construct. ion bf structures over 3 stories7n height. Jecr Receipt No.172"Y 7,U-0/ WNIT[•o.P.w., YELLOW-ASeC;(SOR. Pr/l x•IN9PCyro}C COLo[Ilnoo•APPL I CANT $ 10.00 $ $ 2 Se s _$—'' ^- $ s -7 y Flling Fee 10.00 t 2.00 2 '_a j 20.00 Z O 5.00 _ 5.00 5.00 L 5.00 10.00 e $ FI Ing Fee 10.00 10.00 2.50 'lsof 21/,0Sgft 60 2.50 ea 2.00 10.00 15.00 15.00 $ 123 FI Ilno Fee 1 10.00 X11 F Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE s TOTAL FEE $ 96 HAZ CUA PArIK SCHL Flo PAR PD HO ISSUE This permit is hereby Issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work Indicated above for which lees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date f Job No. i Z oe� . Date 9 . Architecture and Engineering V 17 t, CGS, x: WJTTE COUNTY SWILUN DEPARTMENY 4,bv. "APPROVEM -- Index Page �C 0 5 1990 C.QX tt P/ -y '-'&t1s J 7' PO Box 788 11 Truckee, CA 95734 11916-587-6257 i �� TS GENERAL NOTES 1. GENERAL A. These general notes shall apply to the structural drawings unless otherwise shown or noted. B. Unless otherwise indicated all details of design, workmanship and materials shall conform to the 1988 Edition of the Uniform Building Code (U.B.C.) of the International Conference of Building Officials. 2. FOUNDATION NOTES �_� A. Design soil bearing capac t_y�,�p_psf. B. All foundation excavation to be carried to undisturbed material or placed in approved engineered fill. C. Over excavation of materials shall be backfilled with concrete. D. All backfill around footings, behind walls and under slabs shall be compacted to not less than 95% relative density. E. Backfilling against foundation walls will not be permitted until the wall has reached 28 day strength, and all supporting structure is in place. F. Step footings at a ratio of one vertical to two horizontal, with a maximum vertical step of 2'-0", unless noted otherwise. G. Waterproofing of foundations and retaining walls shall be the responsibility of the owner or contractor, and is not the responsibility of the Engineer. H.. Any unusual site conditions (e.g. loose fill, sub -surface water, etc.) shall be reported to the Engineer. 3. REINFORCED CONCRETE A. Reinforced concrete shall conform to applicable requirements of the UBC and ACI Standard 318-83. B. All concrete used in foundations and slabs on grade shall have a 28 day compressive strength of not less than 2000 psi. Test cylinders required where greater strength is specified. C. The maximum slump shall not exceed 3 inches. D. Provide 6 x 6-W1.4 x W1.4 welded wire fabric in all slabs on grade, placed 112" down from top of slab, unless noted otherwise. E. Provide control joints in all slabs on grade. The maximum spacing of control joints shall be 20'-0" o.c., unless noted otherwise. F. Provide vertical control joints in all concrete walls. The maximum spacing of control joints shall be 20'-0" o.c., unless noted otherwise. Cut alternate horizontal reinforcing bars, each face. G. Additives containing calcium chloride shall not be used. 4. MASONRY A. All concrete masonry units shall conform to ASTM C90 grade N. B. Mortar for concrete masonry shall conform to ASTM C279 Type S. C. Grout for concrete masonry shall be in accordance with U.B.C. Section 2403(d). Minimum 28 day compressive strength shall not be less than 2000 psi. D. All walls shall be grouted solid. Grout shall be vibrated into place and shall be placed in lifts not exceeding 4 feet unless appropriate cleanout holes are provided in accordance with the UBC. E. Provide bond breaker at masonry bearing of all cast -in-place concrete slabs with building paper or as otherwise detailed. 5. REINFORCING STEEL A. All reinforcing steel shall conform to ASTM A615 grade 40 unless otherwise indicated. B. Welded wire fabric shall conform to ASTM A185. C. All reinforcing steel shall be accurately located and adequately secured in position before and during placement of concrete. D. All details of fabrication and installation of reinforcing steel shall be accordance with the ACI Manual of Standard Practice. E. Lap reinforcing bar splices 40 bar diameters, unless noted otherwise. F. Bend all horizontal wall bars 40 bar diameters around all corners, unless noted otherwise. G. Provide vertical and horizontal reinforcing bars in concrete and masonry walls to conform to the minimum provisions of ACI 318, Section 14.3, unless noted otherwise. 6.• MISCELLANEOUS STRUCTURAL STEEL A. All miscellaneous structural steel plates and sections shall conform to ASTM A-36. B. All detailing shall conform to current AISC specifications C. All welding shall conform to current American Welding Society specifications for material being welded and be performed by certified welders. CgRT)RtiA.7-i&K Sfµ« 66 Wk*vG0 SYTRE 10orrec0.414 Qe� D. All bolts shall, be unfinished ASTM A-307, unless noted otherwise. VV E. All structural steel and miscellaneous iron not encased in concrete shall receive one shop coat of approved primer paint. 7. WOOD FRAMING A. All framing lumber shall be Doug Fir #2 or better unless noted otherwise on plan. Studs and plates may be construction grade material. 6x material shall be Doug Fir #1 or better. B. Plywood sheathing shall be manufactured with exterior glue in accordance with requirements of the UBC and American Plywood Association Std. PS1-83. The grade, thickness and panel identification index shall be as shown on the plans. C.All -glue-laminated-beams - shall. be -stress, grade -24F-u V4_ nless- noted -otherwise on the plans. —GD. All framing clips' and devices shall be Simpson "Strong Tie" or equivalent. / E: Minimum -nailing for -connections -not --indicated on -the -pians --shalt be -in accordance with Table 25Q of the UBC. F. Truss joists shall be manufactured and installed in accordance with the requirements of the manufacturer. G. All nails shall be common, unless noted otherwise. H. Posts used for beam orgirder supports shall have full bearing to the foundation, unless noted otherwise- 1. therwise — TimsiTm'mi I. ber zes prescribed are inimum. Larger sizes may be substituted f Detailed connections may require modification 'if -substitutions -are made. -"-`- - ON 19, Architecture and Engineering — ,& 3 192�5 v8c/ S r•.1 o W "3v U D T� 4-= Date Job Job Na By Page Z Architecture and Engineering 725 S V l o si* Date job job No. By Page ,;i� T 'C, BM Date Architecture lob . Z C: �d and Engineering lob Na By Page 71p 3�7 Zs7 -,4/s6 ZIA, r /z/Z L6 �-a VIJ / Com/ Ste. C-t^76Ep_S > X M— c�sS G I C."L s Z. 4c- v ��� ��•v - Z�3 Si dlC.._ - 1 -1 It Ll �.�4 b LAJ P or ArchitectureandEngineering 11 A-) `r L 5 Date / Z /, < T(n Job ;OG qz,4 Job No. By Page S Z �- 1—r-, L-Ild *-'O le -- La e-- <- L -y) Cdek-� a tD2- 4 S Cr s 12 e�j S rD , C. 4-A-4,6 ate Architecture and a Engineering Date _ I z I I I f Job P 6- Job No, By 171� page -1/j _ 4C>,1 4-o Z x Ca Cs L �osT ►1 > 4 �mt4l Date Architecture job and Job Na 6TOEngineering By Page _ t� � �'i✓v � :. 1.�zr.� `r'► M E� 4-4a tce. L C2 Z41 - L 7 Z • /Gp`/ (F /Z &P.c,, 4 Date Architecture Job `pe; Q--t Q and • Job Na Engineering By Page 8 11,7 F-:D 4, Ir4 C Architecture and Engineering Date Job t,:l"'s .4 Job No. By Page._ i 2y, 4. Fl -a. -T i:�-l.� v , a.4 . -TYt c.d-y Nk. Architecture and Engineering (S-. 31/z. Job. Job Na By Page 7A -r L, E;,v�-r —F -)kA Ali ;Y --L4 B • Architecture and Engineering Date —..12-1 Z 19 Jab ` eG:J 5.4 Job No. By Page hI � DO ')(I Lp/ T- Z. z c� , Date Architecture job and Job No. Engineering By Page e-3 'aDr6- C-4, t' 1 0 ez, '( g5•33 ) � ') -: "7 -4°/ Xy j z" -*/I 777,0 Z3 L7 Xy j z" -*/I Architecture and Engineering •C.. ��.-"_fir„ � ��4� � <Gm.Ci�-�� . 1 r K 37 i. Date Job 67 *� Job No. By. . Page a ►d- 5"tom �' �vi�" � o (2. c.=a.,Y: -- Architecture and Engineering JAY x Z)4-1,0 Date Job P��5 Job No, By Page— t_ ®® Date Architecture Job and Job No. Engineering Byq��-W Page J1 J2 2-S - '3 C S L 3 . s Archite'cture- and Engineenng 0 Date- I Z-/) I.qcD job A( job No. By —r—!.-��—Page /42 314- L-I�Z)6Z- csz, -Z IJP L 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 (�F----5 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, gr. please contact this office immediately. At ZAIC> Al C -e Dat Inspector 2�A REV COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 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 00PPI 5- 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 exp anation, Date % c%S Inspector - 7f, REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 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 ! OWNP PE7 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, please contact this office immediately. MWli�ai t .�- �..r+i^'�''<'.�.�,.r�=v.r✓�.-v-cwN.u�a3�-n__r�, .rC,�== �'-t� daz '" I Architecture and Engineering ('Sea; I "L s v eq_ Date I Z Job�1 S.4 — Job Na By w Page_ ---- z k - SEE C.aA.D �r�Ca 1 -CA+ V1z�q ,5 L40- -- /10L eel Ts. Date z ! m Job Job No. By Page t ,A. . % y-. Z+4 I. AD l -------------- Architecture and Engineering ,s :� C�,Pl-'T d 0 U - Date 1 Z O Job Job No. By Page_T :?:;,o I e" � x � *E,. Z- 4- ao -� to V, z 4 Etch . — S cy-z/' r o ��- � 2 •�i - �S 'Si � 5` �.t,-�I�.� � �-� -azo -� � s iZ �SS+_f(—IS C"I of Te- ...}. j-.2 "I a 1 ' 2 (-2t rr. �6 �, 12 �s s2 �t2� "� -1 t - -,�I -x of I'2 - I SI A 1 •2 - --� I -7e Asci, S /. C`7 1--j aSed kI(G 'ON Sof y 9c![ ob 12 I'l .1 ajed cy ly / s�.a suuaauisu� pug aanpaiiyaiV Architecture and Engineering SkF d0 Al ) A 1 1 Al Date t , 1 o Job Job No. By Page �'' L U �ff�p�2 Z. 5 A/ 4- S 1.0 / 3 �- /, o 0 2,3 23 .77 I cao An - JD A. Ca + Z , 1 -� Z. 7it) An W. � I.Z. + 1.3 = Z•� 1� �S!_o iQ 3 I. c� . z 2-, t 1,© t I•o. = Z,o I ✓ % 91 .Is z Z8 A A 4 Co - /10 7 a ✓ / Z o AL /64- L.I G S S ✓ l o 1,Z + .fes*-, Lr Z• I t .'8 = 3.9 iS ZcQo ze-z 41% . f RACKING SHEAR, LOADS ALLOWABLE FOR GROUP IV LOGS JUSTUS SOLID CEDAR HOMES (cedar) L-1 Standard Wall per manufacturer's specifications (ICBO Report No. 2355, 182) 225 plf LL-- _ 3/A8" x1211 spikes in predrilled holes at 48" o.c. thru each layer of logs 308 plf -- - 3/8" x 12!' spikes in predrilled holes at 32" o.c. thru each layer of logs 34 9 plf L-4 3/8" x 12" spikes in predrilled holes at 24" O.C. thru each layer of logs 390 plf L-5. 3/8" x 12" spikes in predrilled holes at 16" o.c. A473If thru each layer of logs p L-6 2 - i" continuous beads of Scotch Grip 5230 Glue between each course of logs with spikes at 48" o.c. 7 29 plf General Notes 1) Use minimum of two (2) spikes per timber log ZD , G.moL.cQ� VA SLS Architecture and Engineering 2/ ST6✓2.� Date ` Job �d S Job No. ByPage . �Z t5 X 37 d �Z 1 Z 1, 7� z_ `O d, Oe.T--d I L f CSN 1- o� I G ISG a /V,;L "C. L) /tp &-C� Z& '6, d 5/Ly&T6 ,t � Y67GX_ Architecture and Engineeringus 1 0 G, „ Date Z �9-1 l O Job Job No. By Page 3 8 � N TC2 LcGi[,. -S eIX6 C2A W I LGT7Z4 4U s�c k/ C� G v v Jz5 b k-.) c L a s M/ 13 L.>7-6 7-4/ 45 7-,:-:, 7-V 6 /F'u c..[ Ole u) E�6E �RnV SDE. 'si/$� to 5p1 le -E, IrJ 5f7V-C..T� F044 W77- I C04 e a 1A176 -,E 1OAE -"Wt42. Gv,Q G Date Job Job Na By Page /Z w/ � d c.voGc'2 Architecture, and Engineering Date Job Job No. By ��) Page '�- -I-' 30� ✓ vti 5 Pi li,6 @ +b' o , f:"", d'v d 04-� oc� a 4�6" o .,r, . 1w Architecture and Engineering c vo4,LU5 : X G 7 Date << 26/Qd Job -PdFJ-4 5 Job No. By Page �-- (.JC.J 1 . ovE,T4 t t, /.S ► D G tt)4 LA-' -A I A�� -Tyr Ct� �--a S�'1 �) — C/Z Z Z 4-- Z, I IL - o Go, o L Cylv 77r7e,7�76vq p'.-,� C72 7j--sr�. CZ2 _I:d'V..DL4.Z , ) dip , -4 � —7-7 n --y (JVzl� -7 2- INC7 n� n � /_r► I -aged —, - z qof qQf air(] �5p cy P<( supaDulsua pule ;DjnWI!,qojV Is" ure WPU,�-j Architect till and 4 "UTP Engineering U-)4 L c 5 ZZs . 5 Zs / t �- • #IV T�— 7 i 2 89 �rllE b`y' y4 111-J Date II Z6 Job Job Na ByPage 1 d m T� SiDC�� 154-x -- tel. �___._�-_�•-.® C I Z D t-� A- —tel �s e L- • Architecture and Engineering T, Date C o Job Job No, By '12"D Page. - �-J C, <, L,04(.. _... ? ..... V-: 7 ....... DA ...................... ................................ . .. . .......................................... . ........ . ............. SHEETNO . ............... OF ....... CHKD. BY ...................... DATE: .................... 0 .... ........ . .... .................... . . ................................................... r14. ........... .................. ................ .- ... ............................... .......................................... .... . ........ z ... ...................... . ..... / ............................... ..... F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 .,4 776.-,,tP 0/-- 71 ox co Z? V'�lv 1 101,031010 77, Ir re -q - 2)z — 3.0 . ...... ........................ voo /1 17 x Ar� -3 .3x1,49x ,g al G/0 90 ?G iDrvs Z ...._...............__.._....._........_............................_.....__.._.._. SHEET NQ....__...--•-•---. �/ �Y............7 .------- --........ 7 .......... SUBJECT .................... ............. JOB NO.... ' CHKD. BY DATE ........................ . ..................................... - ..._..................... ----•.............................................................................. ._...................................................................................................................... ............................ ............. ... _.........._....... = 1300 .Ys'. ,� /ZOD P -f'/ c-' Xj! d � � x/5- /.TC7 CO/IJ�fJEGTU�S - �/?Ait'-f'D.�•J ST.�O,�.��' - /ice �Cdiit� ��,� ���¢{, ) /`t • j`�! (, �OGT.S 71,4 _ ,3 BY..._.................................DATE...................... SUBJECT ..................................... .................................... __...... ......... ....... _. 511c=TNO....._----._....0F........�.... r CHILD. BY ............ ......... DATZ ............................-----............................................................................................................_---_.._.. JCB NO........ ( D� ............ ._.................._...----...................................................._................................---........................................................................................... ....... ................................................... .......... _ i (moo/. 4x (.j;zo. ,leq z� 2F P 1 3//- x /3.ti1'� — /7.6'Z lc (9`f 9n 9�/�f2, 2, /Z 26. Z 9 �)�s Z 3.9� syr? eoG s 21.E JY? lip z ys 42 �r x IzD it x /3,F o�' GT 6+Y....... ...__...............DflTE .l..........._...... CHKO. BY ...................... DATE ........................ SUBJECT.. .G S ._........_..................................... SHEET NO. ................ OE. ---.l......... -- ................ ................................ ._..................................... _........................... JOB NO.................. .Y..... _............... =xr&-P- . r?aoF A>1Y, T ~ B'Y...._/..�...G� SUBJECT...../.v' �GC.S.-..._..........._. SHEETNO..__.-..OF......`.......... GATE ................ •.........-. O CHKD. BY .... :................. DATE ............. ...... _...............................---................................ JOB NO....... QoDY _.......................-............................ ..._.........- ._............................................................................ _... ._.................................................................................................. ... . ....................... .......---....................................... _............. _..... .�/�G/�cj — ¢ o •� ,� C?J = . O¢9x cl : 33 t- , d20 , Z vP/ ' 40ZZZ x /a"ODx zgfl , Z-� Sf, , /2,D — r� Yoe 2✓ -P 4r 0ez— A x /3. r cv rC%a GD.vc ���.o � Go os /47%90 S'T,L vL7—, DATE........................ SUBJECT........... - ...............,......-----................................---... -. SHEET NO....---.O�•F--............. D.I ... DATE ................................................ :...................---------...............---.................-----.......----._. ....---........... JOB NO....... -•--•-•--••-----••---•- Zvz> 2. 7C 2 Zx z/, Z7 = Zx Zx /.3, 070 /• cox , 7 Oo ZZ 2 .c Z x 9�'• 5'3 x /�oo)�� , �z, � � UsE Z - Zx /4 FzoD,� �i,�o,e x 6 co�T ; f 6' x /Z i`�r�v� sTr �.fc,,- all,? x- ��%: 33/Z t Z) f . o��x .33 17r rZ 7'Z) f,49¢P-K(41 -f— f.D/ x19 � � ` .o . .. / BEAM DESCRIPTION: FLOOR GIRDER OVERALL BEAM LENGTH (FEET)....... 11.5 DISTANCE TO 'EFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)..� 11.5 (DISTANCE MEASURED FROM LEFT END) LOADIN6S � . LOAD DESCRIPTION: DL + LL UNIFORM LOAD -ON CENTER SPAN (PLF).........�.. 280 POINT LOADS: DISTANCE FROM "EFT END LOAD IN POUNDS. 5.00 2j470.00 LOAD CALCULATIONS REACTIONS: � � LEFT SUPPORT = 3,006 POUNDS. RIGHT SUPPORT = 2,684 POUNDS. . � MAXIMUM MOMENTS AND SHEARS: 7 ' 'DESCRIPTION ` MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT' 0 0 RIGHT SIDE OF LEFT SUPPORT � 0 3,00 6 LEFT SIDE F RIGHT SUPPORT O 0 -2,684 RIGHT SIDE OF RIGHT SUPPORT 0 0 'CENTER SPANAf ' 5.00 FEET FROM LEFT SUPPORT '-11,530 1,606 TO -864 ' ^ . MATERIAL_PROPERTIES �` ' ELASTIC MODULUS (MEGA PSI)....... 1. ~' ALLOWABLE BENDING STRESS (PSI).w. 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ,; ALLOWABLE'OVERSTRESo (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 ' . - . -- SECTION PRQFERTIES '_ � ^ FOR A 5. 125 X 12 ' _- _ ~-BENDING STRESS (PSI) . . . . . . SHEAR STRESS (PSI)......�� ' .. ` ' '66 ` - � . � � � ' 0,o- /���°y~ ~v~ WLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS ORMINUS 0.28 FEET. MAXIMUM DEFLECTIONS: ' DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.18 5.74 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 755.81 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM'LOAD ON CENTER SPAN (PLF)............ 80 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. � . 5.00 850.00 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 940 POUNDS. RIGHT SUPPORT = 830 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT . 0 0 RIGHT SIDE OF LEFT SUPPORT 0 940 LEFT SIDE OF RIGHT SUPPORT 0 -830 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 5.00 FEET FROM LEFT SUPPORT' -3,702 540 TO -310 � _ ' BASED ON W 'OF,MATRIX,POINTS USED IN THE REAL MOMENT APPRPXIMATIONS, THE ACCURACY OF THE CENTER BEAM,M41IMUM DEFLECTION POSITION 'IS PLUS OR'``(WS" .28 FEET'. ' /�- MAXIMUM DEFLECTIONS: DEFL ^ (INCHES)� POSIT (FT) ^ '^ _�CENTER SPAN '� ` ' 0.06' ^ 5.74 ' MEFLECTION FACTOp'n 'CENTER SPAN ~ � ' MAXIMUM DEFLECTION= 2380.19 r . .t Lr ........................ SHEETNO .......... } BY....................................DATE ---................. SUBJECT ........................................ _.._._...........--•--• �• 1 CHKD. BY ...................... DATE .... _ ............. -•..................-..........-- - . JOB NO..... - O-�Y/._.. ....._...:.. .......... ........................................ • -- -.................................................................................................................................................... _ ...... ....................... ........................................... s - 5.rTr-�, (Cory, 49`9X Z/��z t. D/�X 57 7c, t, Z dux Z7, f/�jZ X 17/V/ Z f. 2 /3 3.31 t , ZV Z?,r 7,r .�r A /4¢ 7, P3 S PoSTX — 4,g,�r '� /D. f7140� 2 t. P7IV 2 � /3®_ P, �.r � Z f os�-s ' /6 .s' ...� " . :— .��pi�.s' rfx /O�OST3 f �6 C' %T— 1_— 1 TUE 1 5 2 _ MA S C- H WO0LiaH:_ . Ci Iv I sf4TE'o Bi3M0 x t Architecture �I !w� �f.'T C and fez, vorm Engineering b F i PO Sox .788 ❑ Truckee, CA 95734 0 916-587-6257 PO Sox .788 ❑ Truckee, CA 95734 0 916-587-6257 066 t® 40 . -... --.,c.. �:y.,S .- s„'•H.... .. ,.. �.l.y.N[ ii U`C.1H•WrJ'r1S MT'"1'.a.�/•ST�.7TY.Si'l' ^T.. TTrJ.InK.+�� i'-..r.3f 14�i•C ir� "'r.i.A''eTR'W'Y`: n`i' % i. .. r�.�"M w�' bid i”^'r�:i+ '"Iii' •1'"w:.w„T' �.1 BUTTE COUNTY SCHOOLS.DEVELOPMENT FEE CERTI-FICATION FORM (One Form ,per Building) ,p A.P. Number 4 y' " 3 S Building Department No. e- - School District p/aR�a,o�fc. City [::] County 4 Jurisdiction Property Owner Jo e. 4P -,d,4 J S'-;� Project Location/Address b/ �ir"�5�,�(„/ Rd &r -1r, Q Subdivision Lot Number Residential Development: i® UU Sq . Footage � 7/� - # of Living MHI Addition (Group R) Units }} Commercial/Industrial: D Sq. Footage New Addition (Including Exterior Roofed Areas) 000, BuiJkd"inrg Department Representative Date (Floor Plans reviewed by School District Personnel) District Id No. l-VIJ R { School District certifies that (Applicant Name ^ /' (Phone Number) ?10'&4 ) �0-4 (Street Address) (City)e- S(State) ° (Zip' Code) has- complied with the requirements of Resolution N//o�� . by' the payment of $ representing-�f's uare feet. //-b- Sch of District Representative D to PAID BY CHECK NO. 04'j r� BANK NO /I PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) f Bldg. Perm}}t# ��% -/00OWNER c�H� J>/J-J 5. A.P. # !y`% ( - 3s GENERAL oning requirements: (sideyards and number of permitted living units). Valuation. <AQRlans signed by designer. L,1. nergy Design and Compliance. xisting violations on property. <� Items on data.sheet. PLOT PLAN d� mplete parcel size and dimensions. C?.' Setbacks, sideyards, easements, etc. Other buildings or structures. A.,�rading, fills, -drainage. bo-.� F odhazard. cial conditions on -creation map or compliance document. FAU, &:.FAS,-road_setb,{a�c-k.. A(� ,j���1T .i ter" l .. '4,♦ V�i. " FLOOR PLAN g�Complete to scale plan with dimensions! rte, Required windows for light and ventilation (Sec. 1205). - ae quired windows for second exit (Sec. 1204). ylights (Chapter 34 & Sec. 5207). . •tEr. uman impact glass (Sec. 5406). falo��uired room sizes, ceiling heights (Sec. 1207). 47/ FCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. CZLocations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. age firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove iocation, alcoves, and clearance. t Smoke detectors (Sec. 1210). ,v STRUCTURAL DETAILS ���%�(�(Q'�' ��1, 1. Foundation plan complete enough to construct building. 2. Floor construction details complete enough to construct building. - 3. Elevations and wall construction details complete enough to construct building. 4. Roof construction details complete enough to construct building. 5. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR v� tairway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardrail details (Sec. 1711 & 3306(j)). rick or stone veneer (Chapter 30). RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) terior plaster - weep screeds (Sec. 4706). Pxoper roof pitch for roof covering (Chapter 32). of covering type - (fire hazard). after ties or bearing ridge beam. Garage door or porch header sizes. 0! Adequate bracing. —M -Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. ,+t -."Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 42 'attic access and ventilation (Sec. 3205). underfloor access and ventilation (Sec. 2516). '"Combustion air for fuel burning appliances. -4 -5 ---Noise requirements on duplexes. -k6'--ftdobe soils - special foundation design. Retaining walls requiring design. .1-8- Unusual shape, size, or split level house requiring lateral design. lashing at all exterior openings. © F"J' 41C &NIi "I UN 5/89 df�SE^6rL �i7zl qce -- 77,0 c? 5-/—o /z Y T A M TTI 04 +1 ib: 49 BLUEBERRY HILL CEDAR 91E S73394-81 S 1.4 S S Cf t_ I Fi T E . F EL i Architecture Dats Q Job i and aba�*i to EEngineering) By E 67 .r t�Civ v ,44e, U a - Y � � �a.a "Gr��►.L 1 . � � is t� . C',. r k + J _ V c LA tee Ls r ! v 1 v„ M V,— T etli24f • � C�.S ��'� CS o ,C6 17`10/ 7— To T° 76oW,5 Provide the following additional information or make revisions checked below: C ] Enclosed are red marked plans or calculations. Make revisions or additions noted in red and resubmit for review. C ] Provide complete Code Analysis which classifies the building in terms of use, occupancy, and type of construction. (UPC Chap. 5, 17, and 33). C 7 Provide complete lateral analysis and design, calculations for governing load in both directions (wind or seismic) from roof to foundation.inclUding design of horizontal diaphragms, chords, collectors, shear walls, connections and anchorage, holdowns, and provide all necessary construction details as required. (UBC Chap. 3) C ] Provide complete 'design calculations for gravity loading" from roof to foundation, including all structural members, connections, and construction details as required. (UBC Chapter') C 7 The submitted design shown on the plans is inadequate and does not comply with UBC: ---------------------------------------------------------- C ] The submitted calculations are incorrect or incomplete and do not comply with UBC: C 7 Provide the following other information: Plan Check::er Inter-Departm'"' I morandu FROM: SUBJECT: �/� J'S!? ��' �o✓S / r �, /1 /' ' ea S r .1 DATE: S, TJ S ��� DEC 28 '90 11:41 BLUEBERRY HILL CEDAR 916 8733948 TES_ T f EPORT: MANUFACT UR 4. SERIES MODNL : P.2/2 Pacific Inspectlon and Research. Laboratory, Inc. 40X- W x► Aft -N. Ih WOM. WA WM0*0 88.1008 THERMAL PERFORMANCS TEST REPORT SUMMARY PIRL File NO. 86-402 Lindal Cedar Homes Casement Window TEST DATE; 6-26-86 TEST ETHOD: AAMA 1503.1-1980, Voluntary Test Method for Thermal Transmittance of Windows, Doors, and Glazed Wall. sections TEST SAMPLE SIZE: S5 1/4" wide x 47 1/2" high. CONFIGURATION/NOMINAL SIZES Casement Window/3040 FjME: All wood components were finished with a clear preservative. WEATfiER IRIPPING: Schlegel Foam Guard weatherstrip was located around the entire per meter of the vent and also around the 'entire perimeter of the vent opening. G68S3: 2/4" overall. insulating glass consisting of two panes of doubit strength glass separated by 1/2" aluminum spacer was used throughout the test sample. No coatings wera used on any of the glass surfaces. TEST RESULTS: 1'. Air Infiltration at .57. psf (15 mph) .01 cfm/f t 2. Vo thermal transmittance haat transfer coefficient, due to conduction (BTU/hr-ft2-0F) JM- This is a summary of the test and results. Refer to PIRL Report No. 86-402 for complete test data and description. W 1 Ronald J. eine , P. E. Vice President RJW/dd ,l �:-�,_�-� . co�a�.G �wa�Eas - ra�e�s�s • weaovsr7' - ��wc�� D DEC 28 '90 11:41 BLUEBERRY HILL CEDAR 916 8733948 a " `-"'F.2/2 - - � ---i i _1P acific-inspection, and -Rye-s-eora-h`irabora�orY= q0'M- W K AV*.t*. NR WOM. WA %Mt;0Q 89.7038 TEST REPORT: MANUFACT UEL.R.: SERIES MODEL: THERMAL PERFORMANCE.TEST REPORT SUMMARY PZRL File No. 86-402 Lindal Cedar Homes Casement Window TEST DATE; 6-26-86 TSEEMETHOD: AAAA 1503.1-1980, Voluntary Test Method for. Thermal Transmittance of Windows;`""400zs, and Glazed r. Wall Sections TEST SAMPLE SIZE: 35 1/4" wide x 47 1/211 high. _ CONFIGURATION/NOMINAL SIZE: Casement Window/3040 F SME: All wood components were finished, w.ith-a_.clear preservative. WEATHER RIPPING: Schlegel Foam Guard.,. weatherstrip :was located_ar.ound. the entire perimeter of the vent snd also'Taround::.the 'e>ntire perimeter of the vent opening. _.: -... G6;S3: 3/4" overall. insulating glass consisting of two panes of doubts __ strangth glass separated by 1/2" aluminum spacer was used throughout the test sample. No coatings wera used° -on any of the: glass surfaces. :._. TEST RESULTS: 1. Air Infiltration at .57 psf (15 mph) .01 cfm/ft 2. VC thermal transmittance heat transfer coefficient, due to conduction (BTU/hr-ft2-°F) .37 This is a summary of the test and results. Refer to PIRL Report No. 86-402 for complete test data and description. -W i 1 Ronald J. a se , P. E. Vice President RJW/dd . GOM�Qi�i fJW�f6ERs - �lliCS ► P+eaov�rTE', - �R�'RCAT�N _ International Conference of Building Officials 7VO �S%j%/Zf ��Q,G1//ZEj� Report No. 2355 RESEARCH REPORT uAugust, 1982 Filing Category: DWELLING CONSTRUCTION JUSTUS SOLID CEDAR HOMES JUSTUS COMPANY, INCORPORATED POST OFFICE BOX 98300 TACOMA, WASHINGTON 98499 I. Subject: Justus Solid Cedar Homes. II. Description: General: The re ort is limited one - wall con- struction where interlocking -type waita ements or ttmto sto ers are designed to be stacked in the field to form exterior- or interior -type bearing or nonbear- ing walls. The structures are not limited in layout or plan dimensions other than as set forth herein. The wall timbers are machined from select, tight knot, Appearance grade, western red cedar, kiln dried to a moisture content of 12 percent ± 2 percent. The timbers are treated with a water-repellent sealer after milling. The nominal 4 -inch by 8 -inch timbers are provided with a double tongue detail in the top edge and a matching double groove detail on the bottom edge. The tongue -and -groove details are centered on the narrow edges of the timbers to, permit setting in either direction. Both upper edges of the timbers are rounded %4 inch. The ends of each timber are notched with an interlocking detail which splices them longitudinally with the next timber and develops a weathertight joint. The timbers when set have a net height of 7 inches. Intersecting walls have a milled dovetail joint for each timber which provides an interlocking system without the use of fasteners. The wall being interrupted has a trapezoidal -shaped tongue machined on the end of each timber, which is dropped into a matching groove extending 13/4 inches into the continuous wall timbers. The trapezoidal shape of the dovetail resists separation of the two walls and also provides a longitudinal racking shear resistance to each wall. In addition to the tongue -and -groove detail, the intersecting walls have their horizontal joints staggered one half of a timber, whereby each timber engages two timbers in the wall intersected and provides additional rigidity. See "Erection" below for method of laying. The following wall loads are permitted, provided the construction and details comply with this report: Axial wall load .1000 pounds per linear foot of wall Transverse wall load`"`"_ _ 20 pounds per square foot of wall � surface Racking shear load 225 pounds per linear foot of solid wall, having a height -width ratio of one The allowable values are not subject to an increase for duration of load. Erection: The wall timbers are designed to be set in the field by stacking after the first course has been connected to the supporting wood floor construction. The longitudinal or eave-line sidewalls of the structures are started with full -depth wall timbers to the required building layout. Three- eighths -inch -diameter spikes, 12 inches long are driven in predrilled holes in the timbers at not to exceed 4 feet on center. Additional spikes are driven at door jambs, wall intersections and at stub walls where required to resist lateral wind or seismic forces. Building end walls and interior walls inter- secting the longitudinal walls are started with timbers having one half the depth of the regular wall timbers. The dovetail joints are assembled with the longitudinal walls before any spikes are driven into place. Full -depth wall timbers are then used to bring up all of the walls at the same time, assembling each dovetail as the individual timbers are set. When the walls have reached the required height they are beveled or sloped to match the slope of the roof. Slots are cut in the bearing wall tops to receive the roof beams. Window and door openings are formed in the walls by omitting the wall timbers at predetermined places. Door and window frames are factory milled and partially factory assembled due to their use as wind -resisting elements in Jamb areas. The adhesive used in the factory assembly process is an elastomeric adhesive meeting the requirements of the American Plywood Association Specification AFG-01. The wall timbers immediately above and below window openings and the wall timber immediately above = : door openings in exterior walls are required to extend unspliced between �a,r wall lateral resisting elements either side of the opening. 'The minimum - = length of solid wall between openings is 2 feet. Reference is made to the tables included in this report and the accompanying drawing for maximum wall spans between lateral resisting elements. Stub Walls: Where the distances between interior walls exceed the allowable spans of the exterior wall timbers, or the tributary wall lengths permitted by the strength of the window or doorjamb members; stub walls are introduced. The stub walls consist of short walls J2, 15 or 18 inches long which dovetail to the inside of the exterior walls and are designed to span vertically between the floor and roof diaphragms. The interior end of each stub wall is cased with a 11/2 -inch by 3'/2 -inch net hem -fir member attached to the wall end by means of 1 -inch by 3 -inch western red cedar trim pieces. The trim is nailed to the Douglas fir -larch member and to the wall timber sides by means of 8 -penny common nails at 3 inches on center, all bearings. All members of the cased end are required to be of one piece of material for the full height of the stub wall. Allowable spacings of stub walls, depending upon their height and size, are set forth in the tables attached to this report. The number of 1/8 -inch spikes required to anchor the stub walls, top and bottom, are also tabulated. Stub walls are required to have a minimum of 12 inches of solid exterior wall each side of the dovetail center line..A 1/4 -inch -diameter continuous bead of an approved con- struction adhesive is to be applied to each face of the dovetail joint'in the exterior wall prior to the setting of the stub wall timbers, and two beads to the ends of the stub wall timbers at the cased end. Care is to be taken that the adhesive is applied immediately before the dovetail joints are assembled to avoid drying out or premature setting. Sufficient squeeze -out shall be provided so that it may be verified that the adhesive has been applied. Miscellaneous: Wall timbers may be spliced between resisting elements, depending upon the span involved and the length of splice. Walls classified as "without splices" may have only alternate timbers spliced a maximum distance of 24 inches either side of the resisting element acting as the support. Walls classified as "spliced" may have every third timber spliced anywhere in the wall length, with the total length of splice held to 24 inches minimum and distances between adjacent splices held to 48 inches. Electrical and plumbing installations shall not be embedded within the wall timbers proper, except as follows. Light switch boxes are to be serviced vertically. in the doorjamb void with the box installed within 6 inches of the jamb. Convenience outlets are installed at 12 inches maximum. above the floor line by drilling the wiring hole vertically at the neutral axis of the timbers from the floor upward only. When necessary for other locations, .conventional stud construction or furring shall be utilized to cover, the installations. Plumbing and electrical work shall comply with the local building department having jurisdiction. Foundations, floor and roof construction shall be designed and detailed for submittal and approval by the local building official having jurisdiction. Floor plans showing the location of all walls and openings, together with any required stub walls, shall also be submitted, together with calculations showing the loads involved. Shop quality control of the window and doorjamb bonding operations are under an independent supervisory inspection by an approved quality control agency (AA -507). III. Evidence Submitted: Calculations and details are submitted. Findings IV. Findings: That the Justus Solid Cedar Homes wall construction is an alternate to that set forth in the 1982 Uniform Building Code. subject to the following conditions: 1. The wall construction complies with this report and attached drawings. 2. The remaining portions of the structure are designed and detailed for submittal and approval by the building official. 1CB0 research reports are. issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based. Research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. ' This report is based upon independent tests or other technical data submitted by the applicant. The ICBG technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. Page 1 of 4 Page 2 of 4 3. The shop assembly of the window and door frame jambs is under the supervisory inspection of approved quality control agency (AA -507). 4. The bonding of the stub walls to the exterior walls in the dovetail joints and to the stub wall jamb member is performed under IV IV Report No. 2355 - special inspection in conformance with Section 306 of the code or sufficient squeeze -out shall be provided so that the building inspector may verify that the adhesive has been applied. _011� This report is subject to re-examination in two years. TABLE NO. 1 —ALLOWABLE WALL SPANS BETWEEN LATERAL RESISTING ELEMENTS/ 2 3 'Allowable spans are in feet and inches from one means of support to the other means of support. Continuity past interior supports is not considered due to the reduction of wall timber cross sections at dovetail joints. =Stub walls may be substituted for "infinite" walls, provided the allowable span of wall on either side of the stub wall does not exceed the allowable spans set forth above, nor the following: ALLOWABLE SPAN ALLOWABLE SPAN LENGH OF STUB WALL OF SIDEWALL OF END WALL 12 -inches 15'-7" 9'-2" 15 -inches 19'-3" 12'-7" 18 -inches 21'-6" 14'-0" 3SeeTable No. II for required number of r% -inch -diameter spikes, 12 inches long, required for various resisting elements, including stub walls. 419-022-6 allowable spans having two-thirds of wall timbers "spliced" in accordance with Part II of this report are given as the upper number with the allowable spans for wall timber considered as "unspliced" in Part H of this report as the lower number. Return walls at building comers are required to have a minimum of 3 feet of solid wall at comer with a minimum of three 3% -inch spikes to the floor construction and the equivalent nailing to the roof construction. (Each spike is rated at 330 pounds.) "Infinite" interior walls are classified as solid walls, having no opening within 7 feet of the wall it is considered supporting, and having a minimum of six 3A -inch spikes to the floor construction and equiv4nt nailing to the roof construction. See Table No. 1I for alternate anchors. . 6Eight-Foot-wide window openings are considered to have a maximum height of 4 feet, and a maximum length of solid gall of 6 feet to the next wall -supporting element, unless the supporting element controls. Larger window openings are required to be designed and detailed for the approval of the local building official. Me design of the doorjamb controls and the distances are not to be exceeded. TABLE NO. 11 —REQUIRED ANCHORAGES FOR STUB WALLS" HEIGHT OF STUB WALL (Feet/ Inches) SIDE WALLS, T -T HIGH END WALLS, 4:12 ROOF Comer to Comer to Corner to Comer to Comer to Comer to WALL CONSTRUCTION Comer4 Inflntte Wells Door Jamb Comet4 Infinite Wells Door Jamb 9- 74 16 6 3 3 16-6 16-6 4 Solid wall, no 5 �18_9 _ 10- 3 2 3 openings 18-9 4 18-9 18-9 5 6 10- 7 -616-6 3 3 16-6 4 Wall with 8 -foot �16-6 5 6 10-11 2 wide windows 3 16-6 4 16-6 16-6 5 6 9-8� 9-8� 2 9-87 9-8� 4 Wall with 3 -foot 5 5 5 5-8� 5-8� wide door 9-8 9-8 4 9-8 9-8 5 5 Wall with Moot 12-0 ' 12-0 11-11 12-0 12-0 4 door, 5 -foot 4 5 8-0 8-0 window 12-0 12-0 4 12-0 12-0 5 'Allowable spans are in feet and inches from one means of support to the other means of support. Continuity past interior supports is not considered due to the reduction of wall timber cross sections at dovetail joints. =Stub walls may be substituted for "infinite" walls, provided the allowable span of wall on either side of the stub wall does not exceed the allowable spans set forth above, nor the following: ALLOWABLE SPAN ALLOWABLE SPAN LENGH OF STUB WALL OF SIDEWALL OF END WALL 12 -inches 15'-7" 9'-2" 15 -inches 19'-3" 12'-7" 18 -inches 21'-6" 14'-0" 3SeeTable No. II for required number of r% -inch -diameter spikes, 12 inches long, required for various resisting elements, including stub walls. 419-022-6 allowable spans having two-thirds of wall timbers "spliced" in accordance with Part II of this report are given as the upper number with the allowable spans for wall timber considered as "unspliced" in Part H of this report as the lower number. Return walls at building comers are required to have a minimum of 3 feet of solid wall at comer with a minimum of three 3% -inch spikes to the floor construction and the equivalent nailing to the roof construction. (Each spike is rated at 330 pounds.) "Infinite" interior walls are classified as solid walls, having no opening within 7 feet of the wall it is considered supporting, and having a minimum of six 3A -inch spikes to the floor construction and equiv4nt nailing to the roof construction. See Table No. 1I for alternate anchors. . 6Eight-Foot-wide window openings are considered to have a maximum height of 4 feet, and a maximum length of solid gall of 6 feet to the next wall -supporting element, unless the supporting element controls. Larger window openings are required to be designed and detailed for the approval of the local building official. Me design of the doorjamb controls and the distances are not to be exceeded. TABLE NO. 11 —REQUIRED ANCHORAGES FOR STUB WALLS" HEIGHT OF STUB WALL (Feet/ Inches) TOTAL LENGTH OF EXTERIOR WALL TRIBUTARY TO STUB WALL (In Feet) 6 8 9 10 11 12 13 14 1s 16 17 18 19 20 7- 73 2 2 2 3 3 3 3 4 4 4 4 5 5 5 9- 74 2 3 3 3 4 4 4 4 5 5 5 6 6 10- 3 2 3 3 4 4 4 5 5 5 5 6 10- 7 2 3 3 4 4 4 5 5 5 6 10-11 2 3 3 4 4 1 4 5 5 5 6 11- 3 2 3 3 4 4 5 5 5 6 11- 7 3 3 4 4 4 5 5 5 6 11-11 3 3 4 4 4 5 5 6 12- 3 3 3 4 4 5 5 5 6 12- 7 3 3 4 4 5 5 6 'Anchorages areconsidered as being %-inch-diameter spikes 12 inches long. The spikes are to hove a minimum embedment of 5'h inches in the member holding the point, and are driven into predrilled holes. The table may also be used for "Infinite" wall anchorages where the height and tributary wall length is less than shown in Table No. I. 'Seven -fax 7 -inch height is sidewall height. Check stub wall size and allowable tributary wall width in FMuage 2 ol'Table No. I of this report. 'Remainderortable applies wend -wall trihutary wall lengths. Check stub wall sire and allowable tributary wall width in Fxunae 2 or Table No. lof this report. e r ' ./a Y; Page 3 of 4 Report No. 2355 Imo+ h� Ole 13 { Y f Q} Y} °� Sol* I i � S SEE $$ Vyy � 0� • 0 = � jS d .. i ��7 lJ(o �0g� �� 3 i16 4L � 6 Z F� i( 1 � 3 (U t oa j V_ N M�- r 7V6 • ! �T aS 3 Page 4 of 4 Report No. 2355 , C (7 °"S` ICBO Evaluation Service, Inc T „ uCnpM n A subsidiary corporation of the International Conference of Building Officials 'r98S• , EVALUATION REPORT®atm 11aT Report No. 1949 CupyrigM d+ 19901C80 Evaluation Service. Inc. j yJ ^ June,1990 Fling Category: DWELLING CONSTRUCTION (048) -)/PE 0/s- ea/l�z I ff6l PRECUT CEDAR WALL AND FLOOR SHEATHING LINDAL CEDAR HOMES, INC. 4300 SOUTH 104TH PLACE SEATTLE, WASHINGTON 98178 I. Subject: Precut Cedar Wall and Floor Sheathing. II. Description: A. Standard Wall: The Standard Wall consists of factory -cut wood members which are assembled at the building site. The Standard Wall has a maximum height of 8 feet 33/4 inches and consists of 2 - inch by 8 -inch nominal tongue -and -groove western red cedar, "Select Dex," or better, members which span vertically between top and bottom plates. The top plate acts as a beam to support vertical loads and is formed from Douglas fir 2 -inch by 4 -inch and 2 -inch by 8 -inch nominal members installed on edge. The 2 -inch by 8 -inch member of the top plate is supported at 5 -foot, 4 -inch intervals by 2 -inch by 4 -inch Douglas fir stud members nailed to the inside face of the tongue -and -groove planking with 10 -penny galvanized box nails at 6 inches on center. Double 2 -inch by 8 -inch members, installed on edge. prorde support for the planking at the bottom of the wall. Teco clips installed at 4 -foot intervals maximum connect the double 2 -inch by 8 -inch members to a plate which is in turn bolted to a foundation designed to. meet local soil conditions for the shear loads involved. - - Where windows occur, vertical 2 -inch by 4 -inch members are installed on each side of the opening to support the 2 -inch by 8 -inch top plate member. The maximum opening width is 5 feet 0 inch. Refer to attached drawing for details. B. Glued Wall Sheathing: The shear wall construction is an alternate method of designing an exterior Standard Wall. Refer to Paragraph IIA. A 3/16 -inch continuous bead of Scotch Grip Wood Adhesive No. 5230 (see current Evaluation Report No. 2964) is applied to all tongue -and -groove joints of the shear panel as the planks are erected. Each plank is driven against the preceding plank and fastened to the top plate with three 10 -penny galvanized box nails and to the side of the bottom double 2- by 8 -inch rim joist with three 16 -penny galvanized box nails. The vertical studs of the Standard Wall construction are installed in the shear panel areas as speci- fied. Each shear panel perimeter element is to be designed and de- tailed to resist the resulting horizontal, vertical and uplift loads developed by the shear panel. This data is to be submitted to the local building official for his approval. The field application of the adhesive is required to be under a special inspection as specified in Section 305 of the code. As an alternate, subject to the prior approval of the building official, the following field inspection procedures may be used to verify the existence of the adhesive in the vertical joints of the shear wall planking: (a) Using a circular saw drill bit from 1 to 3 inches in diam- eter, plugs are to be removed from random vertical joints of the shear panels. The building official is to select the test locations depending upon the size and number of panels involved and/or as required to assure a satisfactory installation. (b) The plugs are to be removed from the inside face of the planking and shall be deep enough to uncover the adhesive in the tongue -and -groove area, but not completely through the wall. (c) If the area' -opened does not establish the adequacy of the adhesive application, the joint is to be investigated further by chip- ping out or by drilling additional plugs. The absence of any adhe- sive in the test area shall presume that the entire vertical joint is deficient. (d) Each shear panel in a structure which contains a deficient vertical joint shall be reinvestigated at the discretion of the build- ing official. If more than one joint for each nine consecutive verti- cal joints in a panel is found to be deficient, then the entire shear panel is to be considered deficient. The panel is required to be dis- mantled and reassembled under a continuous special inspection approved by the building official. The building official may accept a redesign of the structure by a qualified engineer demonstrating the adequacy of the building without the need for the shear panel . in lieu of the panel replacement. (e) After the completion of the inspection, the.plugs are to be replaced in their respective locations using the same type of adhe- sive. C. Cross -braced Sheathing: The Cross -braced Sheathing con- sists of 2- by 8 -inch nominal, tongue -and -groove, western red cedar vertical wall planking supported at the top by a double 2- by 8 -inch continuous Douglas fir member on edge under a 2- by 4 -inch continuous flat top plate. Splices in the 2- by 8- and 2-b y 4 -inch members are staggered a minimum of 4 feet from each other. Nailing consists of 10 -penny galvanized box nails at 12 inches on center maximum between each splice, or as required to ' transmit the longitudinal loads along the wall. The wall plank lap the double 2- by 8 -inch top plate 4 inches and each is nailed with three 16 -penny galvanized box nails. The bottom of the plank lap the floor construction 4 inches. Each plank is nailed to either the double 2- by 8 -inch rim joist, having Teco clips spaced at 24 inches on center maximum as for the Standard Wall, or the edge of a continuous 2- by 6 -inch sill plate under a 2- by 4 -inch stud wall plate with four 16 -penny galvanized box nails. Vertical 2- by 4 -inch studs are installed behind the planking at 5 feet 4 inches on center to support the top plate. Horizontal 2- by 4 -inch members are installed between the vertical studs at 24 inches on center. The horizontal 2 by 4 members are notched for the 1- by 4 -inch cross braces to the back of the wall planking. The cross braces are nailed to each plank with four 6 -penny gal- vanized box nails and are cut to bear against the top and bottom plates. Refer to the attached drawing for additional nailing. Each shear panel perimeter element is to be designed and de- tailed to resist the resulting horizontal, vertical and uplift loads developed by the shear panel. The data are to be submitted to the local building official for his approval. D. Allowable Loads: The allowable axial load for the standard and cross -braced and glued walls shall not exceed 320 pounds per foot. The allowable shear load for the standard wall and cross -braced wall shall not exceed 60 pounds per foot and 250 pounds per foot, respectively. The height -to -width ratio for the standard wall and braced wall shall not exceed 1.5:1. The allowable racking shear load for the glued wall sheathing is not to exceed 267 pounds per lineal foot of shear panel having a maximum height/width ratio of 1.5:1. E. Floor and Roof Sheathing: The floor and roof sheathing con- ' sists of a 2 -inch by 6 -inch nominal tongue -and -groove decking of western red cedar "Commercial Dex" or better. The decking is considered adequate for use as a floor and roof sheathing under the following conditions: (a) That the material is considered adequate for sheathing sub- ject to a maximum live load of 40 pounds per square foot, with' a 20 -pound per square foot partition load in addition to the floor dead load, and with a maximum span of 5 feet 4 inches center -to - center of supports. (b) That all decking units are to be continuous over a minimum of two spans and the end joints of the decking•occur over supports. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is bated. Evaluation reports are not to be construed as representing aesthetics or any otherattributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report'is based upon independent tests or other technical data .submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation .Service, Inc.; express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 Page 2of4 (c) That nailing shall be in accordance with the Uniform Build- ing Code. . (d) That diaphragm values shall not be assigned to the decking unless adequate computations are submitted to substantiate the strength of the decking system to resist lateral loads. (e) That an overlay material is applied over the floor sheathing in compli- ance with Section 2517 (e) 3 of the Uniform Building Code. F. Material Specifications: Vertical Wall Planking—western red cedar, "Select Dex." The "Select Dex" grading rules are modified to delete "Occasional short splits, medium seasoning check and holes, pin to small in size" as permitted in U.B*.C. Standard No. 25-3, Section 25.306 (1). G. Floor and Roof Sheathing: Western red cedar "Commercial Dex,'• U.B.C. Standard No. 25-3. Other Members—Douglas fir-larch—No. 2 grade for 2- by 4 -inch mem- bers and No. I for 2- by 8 -inch members. Wall plank, studs, plates and rim joists must be either air- or kiln -dried to a maximum moisture content of 15 percent at time of installation. H. Two- by Four -inch Studs Spaced 24 Inches on Center: Con- struction grade hem -fir 2- by 4 -inch studs may be spaced 24 inches on center with an allowable load of 800 pounds per foot. The allowable load may be increased for duration of loading in accordance with Chapter 25 of the code. The studs shall be laterally braced on both sides with materials such as plywood or gypsum wallboard installed in accordance with the code. An exterior wall covering shall be provided that resists wind loads by spanning vertically from the foundation to the floor or roof line. The studs are not to be used to resist wind loads perpendicular to the wall face. The stud height shall not exceed 8 feet. Let -in braces shall not be used. Temporary erection bracing which does not reduce the stud section must be used to provide lateral bracing until the exterior and interior facings are installed: All floor Report No. 1949 and roof joists and second story studs shall be -spaced 24 inches on center and shall be located so that they bear directly over studs except where an engineering design is provided to investigate the bending stress of the plate or headers. All other construction is to be in accordance with the Uniform Building Code. Structural calculations and details are to be submitted to the local building official having jurisdiction over the construction site for approval. The building official may require plans and specifications to be prepared and designed by an engineer or architect licensed by the state. I. 1989 Supplement to the U.B.C.: This report is unaffected by the Supplement. J. Identification: Factory -cut members are delivered to the field in sealed cardboard containers bearing the evaluation report number. 111. Evidence Submitted: Engineering computations and laboratory test reports are submitted. Findings IV. Findings: That the Precut Cedar Wall and Floor Sheathing com- plies with the 1988 Uniform Building Code, subject to the following conditions: 1. The Standard, Cross -braced Wall and Glued Wall Sheathing are constructed in accordance with the attached drawing. 2. The vertical and lateral loads do not exceed those set forth in this report. 3. This report is applicable only to the construction set forth in this report. Other portions of the building such as gable end walls, roof framing, floor framing and foundations are designed in accordance with the Uniform Building Code and are subject to approval by the building official. 4. The assembly of the Glued Wall Sheathing is to be performed under a special inspection program as set forth in this report. This report is subject to re-examination in two years. t a Page 3of4 • r I Oct Ci ALV. 50'< L5 -- t4 NI 5NAI LI N4 AT TOP OF FLANK Use (vlbd CAW e,( NAILS 2X4 Tar PLAM 2x4 oR 6UM. TaP PLAT e (rOL LAS FIK) 2'x80 T}4 t.)(—I_RIGR WALL FLANK (WCSTtRki R C>CF_ PAR3 z A,+ .5u rfmn 04 McMDEKtCn atAI.F1F3 Report No. 1949 CW^LXY MATrRIAL PERSFGflo1.J 2ZI0(ei 3 of U.54.. xa' T44 134981 N4 (wm:�-Ts w FID7,f r ) 2-2xaRlrl DEAMcKeautV.- A44SPLIcrse4dMiN w/ 104 4ALV. NAI LING AT eOI70F 1 OF PLAN K T co cur oK P.awvi - e 12•o.G. use (,um ,�OM.GAW. NAILS e4 -c a.(¢Z4'ac'.I LVED WALL'. EVALVA7W UPoRf A °. (41-9 &14JOK cd.T UW VAL. CEDAR I IOMES ILAUPARc WALL 2x4 PLATE W/1(.d DaKcl "ot,. U�IDA'I CEGY�Ii 1ES 2-2zd5W/IQd4ALV.Gox�l2OG. I "cCl�Oo�fi•tlFL�'X+5fttWILY1 N�-,FIR u•2 31�d 4�+LV eo{ I ATT�POFeK�I I I -16d Iwo 2'V4-FLA+1K i GAon �Y 2a.,•S Toe u41 L EAGH e+J D 2-I�d FAGS li I � I. I.IAIL (T'(O 2!T*4Ei(I•WALL pL{MJK� ALLFPAMi►4 I" er-oekSARE I' I 6VEjTE1V1 RED GeU RTK) ANO4RO OR I. • . i I ' Abd 4AW. av I �IL�GiG. AIL WITOMOp EAG+12'TkCi i RAuI� t—alF�tLAY MATERIAL PFR S6CTIo F�LDtxvAKPt (p 'A49CP 2517 (e) 3 of U. DG. — t Pel'C WEAL COG-) e Page 4 of'4 Report No. 1949 APf-,f e. DE.m of "tc�wP Ha 15Z'30N}IE--N /e"Irl-THe TOk4UE-5LaAPIkk4 EGei{E FULL HEK4 : GLUE C44Cr-K PVIWI > tMIP�E�:-TAIL '5HO�M 04 PLJ" 6MAlTE-1Y Z 'jNIUVJESS of PLANK_. EACH SHEAR P41EL PERIMETER ELEMEIJ T' IS TO DE DuATE D AND Cr -TA ILeP10 j E515T THE RF5UL-PkI HOKITx lTALI VI=RTIe--AL, 4 UPLIFT L IAD5 oEVE.LCPt=F,> 5'( THE 5HFAR.Mt4EL_ COUNTY OF BUTTE -.DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:_ 916-538-7541 A Rick Trent P.O. Box 213 Magalia, CA 95954 With reference to: .the above subject: Attached is: OTHER DATE 10/30/90 RE: Pejsa Residence A.P. #64-61-35 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. xx/ OTHER See attached list. Should you have any questions concerning the above, please contact of this office. cc: FLT Engineering 5790 Clark Road Paradise CA 95969 JFG/aj Sc_ll r111qp Yours very truly, John R. Henry William Cheff Director of Public Works /J .F. Glander Chief Building Inspector Provide the following information: . 1. The building'as shown on the plans does not conform to the construction method listed in ICBO Report No. 1949, and therefore has no approval under that report. 2: The proposed building is an unusual type of construction, and does not comply -with UBC Sec. 2517. Provide lateral design per UBC Chap. 23 that results in a system which provides a complete load path 'capable of transferring all loads and forces from their point of origin to their load -resisting elements. Design is to include all required connections and appropriate construc- tion details. See attached guide. All requirements of engineering calculations are to be clearly shown on TWO sets of plans. Provide complete coordination between plans, calculations, and specifications. Engineer to stamp and sign plans. 3. Provide energy design calculations per C.E.C. requirements. Indicate location of water heater. 4. Refer to permit application data,sheet for other requirements. 1 a 0 Lateral Design. Guidelines Lateral design is to comply with UBC Sec. 2303 (a) and relevant parts of Chapter 25.. Lateral. design is to be complete, correct, and in accordance with the following specific code sections: 1. Provide complete engineering calculations and specifications as .required per UBC Sec. 302 (b). 2. Butte County is within Seismic Zone 3 and has a designated wind speed of 75 mph. 3. Design is to indicate exposure B or C as required by UBC Sec. 2311 (c), method 1 or 2 as required by UBC Sec. 2311 (e), and is to include design pressure, p, as required per UBC Sec. .2311 (d). 4. 'Calculate seismic loading (V) per UBC Sec. 2312 (e). 5. Design i.s to be for critical (governing) load, wind or seismic, in both principal directions per UBC Sec. 2303 (f). 6. Design is to include diaphragm chords and collectors as required per UBC Sec. 2513 (e). 7. Calculate and design connections and anchorages between diaphragms .and resisting elements as required per UBC Sec. 2513 (a). 8. The building shall be designed to resist overturning effects caused by lateral forces as required by UBC Sec. 2303 (b) 3. 9. Design is to include all required anchorage of. roof to walls, and walls to foundation as required per UBC Sec. 2303 (b) 4. 10. The foundation shall be designed to transmit the design base shear and overturning forces prescribed in UBC Sec. 2312 (e) as required by. UBC Sec. 2910 (a) 11. Shear walls are to be connected to foundations per UBC Sec 2910 (c) . 12. Openings in diaphragms shall be completely analyzed and fully detailed on the plans and have their edges reinforced to transfer shear stresses per UBC Sec. 2513 (a). 13. Size and shape of diaphragms shall be limited to that required by UBC Sec. 2513 (a) and Table 25-I. keLurn Lo I&W G`�-��� 3� p- 4 8 9 2 9 Hl�l�1.l�ULtUI.n�, .�inti.,�u.iii __ FOR RESIDENTIAL DEVELOPMENT i Section 26-8.1. of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. t , 'File property described herein is adjacent 90-048929 Rec Fee 5;,00 to land or included within an area zoned i Check 5.00 for agricultural purposes, and residents Recorded of this property may be- subject to incon— veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursuit Recorder,; of agricultural operations including, 9:38am 14 -Nov -90 X but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents wi.Lhin said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that 'real property situate in the County of Butte, State of California, described as follows: J,0 -F It vF 5 c`rIvA� -1-D-,'f0l.wNskf7P.23 A)oC-r14, g4/u6/E 3 EA -5- 6i��EpirNG'lNr�RE�RvM -the- A)or-rh36 /?dDS 6rc.S&Ice LZ> -r "I 1 b�1n�v►,or� �a,�Yrcul�/`�� c..> s : s" k --ter f l �� / �-'Ihe &'-s oMM1,,)"AJ6 clseyccu C �,.cQt�-ancc o� .3G Pods J t ( bQtthc�a/�c� 6ou�/Jo.r�o-� S�-pc i�(il (l p SS1`�.J Ii,z 1.�C5tCi y .. c{1rSz'�c1dC' 1.0-t / j(1ehe•e.. A)c, hG^ll G1v�� (r~L I��St�fr�bo�cKe�Q��a-�L / 1 u � -1��• c � ��^f�/•c �' o T S Q 1 c� I.o-f' a P'T . D e ( )k � S�ce1 Lo -Y1 , oQ�s�-c..�.e. o ro`QS� 6Y1��(es5�p�r�t)fa� F-K"W'"Pe' T ✓fon t�e+(4uo-r /- f /y(n5-Jo���23r��✓'G- i rl��CP f�^iflte_o ►,a�J�c.S caFteo 0-5-bl—C°vcw .aO�Quf� �Ct c� o�c�a.-Qe-i�r� ine u � l( hod's' ou ALL H,W � t �@ .,� b� A�Sv r, K GE�TI �G T�F/IE •F2 �' ,� ,,•��e.N s e d 1 �� � �e ^v a �Q. i'►c �-`� yv,c r�e,Q ••fv e! a 5 0- o �h�^ h� ro cQ n k Sr���"..c es Q ani 1Fs . R��'G6 4 efa'-te� 1'WC q 196 0 1See �Q�S ct.4eP.��1d4M �psrwie�l E/»5 Cold' WrLS �,� rnecvtiePe H�k�� R Mp ru,3oo< iosa 9=e�2os,srrP PR RTY OWNERS• Date: � r c5 State of // G//C' ) On this the day of %(/Q B 19 9e). before me, SS. the undersigned Notary Public, personally appeared County of 4 /���y • OFFICIAL SEAL CAROLYN E BARTON Notary POWCa Mak BUTTE COUNTY • � • ` irly Canrn. Erre. Fab�:ls, tt199 Present A.P. No. E] Personally known to me. Proved to me on the basis of sa factory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that(//7— executed the same for the purposes therein contained. N 1 '1'NESS WHEREOF, I hereunto set my hand and official seal. otary Public . END OF DOCUMENT FiioTRAL'13 '.IYJOP.A-3 7, 7(A�65;1" • ? -.7v TOUO3 STTun Certificate of Compliance: Residential Climate Zone 11 14& 01 v,,sf•eLtw Project Address Documentation Author , Telephone 3497 --CIO Building Permit N 6e -K 12-2 7- qo a;ecked By/ Date Enforcement Attency Use only BUILDING DATA ...: Area ' tit .ntation -(So Glass Area % Glass North 24 60 = East North to 4, S Sou th Conditi oor Area Number of Stories 2 East SL.5 . Z.2 Skylight....... ;. S sed Number of .Units = South - / S [ ] Single Family Detached (SFD) [ ] Addition -Alone West 237.5- C 6 [ ].,'Single Family Attached (SFA) [ ] Existing Building Skylight 24 /.o [ ] Multi -Family (NM [ ] Existing-Plus-Addidon Tom 57+_ ?_3.7 BUILDING SHELL INSULATION. - Component •. Insulation LocafiorVComments Type R -Value Latta ,�a_&araga typi-cal, etc,j 'Wall .... .......... -$s Roof ............. t Roof ............. Floor ............. Floor ............. Slab Edge..... BLAZING ... Shading Devices Glazin ...4- ...: Area ' tit .ntation -(So North North ( ) = East (YrEas so Ch ( e5b Sou th _ West West ( ) Skylight....... $— :^..JHERMAL MASS Type/Covering (slab/exposed, tile, etc.) Glass Type Interior Exterior 94/z� Overhang Framing Type Area Thickness 9KEr. AQ t - HVAC SYSTEMS Type (furnace, air conditioner, heat pump) Minimum Efficiency ;E, SEER,HSPF) Duct Location Duct (attic, etc.) R -Value Maximum Fumace Heating Output: Btuh HOT WATER SYSTEMS _ Tank oszr4g E �CECW Manufacturer/Model # (or approved equal) f lb011P, Manufacturer / Model # (or awroved eaual) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) pU - Q . 74- tm0J. r Mod _ x 1tI211A)IS 'a 1 L — ;— = x cy _. -• [auou] t!PatoJ ['JS1 W.L e IL£o'01 antBA-fl (611 onT9A-d Jo c augeaH JMAi '£T lseg q a 1E0'L] lMS cAP- )3 4VOI /C0uoi,9J3lOnQ [5'61 IMS (H I x) l.T0pU0o jeuOZ z SSTID %'333 - IST'S/9S'O1ddSH — x J [9'91ZL'Ol t.na)S,(S 2ulloo0 'ZT 8 ZI Jo 3S anttoaJ13 IBL -'01 ?uo!o,M3lona ',ddSH Jo 3S N I x) Z10JJU00 Ieuoz 8 El - v( y ��_� - cua)SXS 2ul3rzH 'TT 01-L urns B tt32i d 2i00'I3 ' ONOJ SSayl IIIM JoualY� 0 I' .� L ..�► \A 8 K3Hv ss` w Z 3dAl Aouotul ssiaw IIem .lotJaixa 'Qj EZ - Z y3J/cS��1T 32i00'I3 ' ONOJ u1SSUN 11JagZ JOIJalul '6 S I -- - tf2iH y3Hy ssttw 3d1S,L Z 1 z z E s E 1 S L x A 1s2M T 0 0 MW �W 68 LZ 8691 E I I 4 -4- at x % 1se3 'q OOZZ OOLI OOZI gj;2� x tPON 'e OS) eps pun MID os J °l° GI (paso10 apegS) 2ulPeuS '8 74- Z_ _ x 1tI211A)IS 'a 1 L — ;— = x cy 1saM 'p JO e IL£o'01 antBA-fl (611 onT9A-d Jo c x Z' a lseg q a v b =L 'L' x c '-� uuox T JO SSTID %'333 OS ssuiO % saJnseay�l 9-1 tunS 0 U sa.loas lulod [9 11 isro Mo.L °6 IS'9'0] onlaA-n Ialq-pl We z 1- 1 pinpunJS ILL'ol J=81 i3 101 anlVA-d JO e IL£o'01 antBA-fl (611 onT9A-d Jo c 1860'0] onlaA-fl III) anITA--d Jo L IO£0'0] anTvA-Il I8£1 onleA-d JO 9 '>1 C- saJnseay�l (uad0 apugS) $ulpvgS -L sSO-1 lean MIO '9 uolAeJlt!jul 'S uoilielnsuI a2p3 gelS 'b uopelnsuI Jool3 pasp-d •£ uoilelnsul11VAi 'Z uollelnsuI 2ull!a0 'I GUYS SUOOS IT auoZ aj u Tj:) : Dumuing tuals9g, juto j YL Z'L L L'9 S'9 C'9 1'9 6'S L'S S'S C'S I'S 6t 9't Yt Z'► 1 I'C 9'E YC Z'C C 8'Z SZ CZ IZ %SZl C'L 1'L 6'9 L'9 S'9 Z'9 9 OS 9'S 1'S Z'S S 9't 9't Y► I'► 6'C CC ST C'C IT 67 LZS'Z C'Z Z %OZI Z'1 L I'9 9'9 t'9 Z'9 6'S L'S S'S C'S l'S 6'► L7 S't E'► t'► 8'C 9-C .. 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I z z 1- 1 1 9 6 9 e ot- Sl - o c 0- o—, L L z E Z'_ Z C- 1- S• 8 ZI Zl= S- 9 8 El - S•. 9- B zt- 0 0 l 1 6- ll• St- EZ - Z z E S z z E 1 z z E s E 1 S L 0 0 0 0 MW �W 68 LZ 8691 E I I at ol C11 OOZZ OOLI OOZI OOL OS) eps pun (silun ItnPlAIPul1 GI E E 1 S 6- ll- tl 6t l l l —Z— z E 1 5 ` z• z- z- E- 9 _ L. 6- Z l- 8 .ot- Zt- 91- L- 6- Zt- 0 0 1- l- zl- SL_ Bl- tz- E E 1 s z z E E E E 1 s 0 0 "0 0 WOW 6692 66tz MI, Jo : of 01 a, t OOLZ OOZZ OOLL (*at. (f9) 621S pun I I Po43'7ly PUT popina1T .1 I z z z Z- Z- E- t- 1 P�11CIsul W3)S.(S & E 1 9 L L luaullsnfpd lol)uc OL Sl oz tz 6 11 81 Zz 8 ZI Sl 6L L of El 91 S L 6 Zl E 1 S 9 0 0 0 0 Z- Z. V. 1- t- 9- L- 6- 6- EI- Lt- LZ_ MW Sl+ S+ - 9 - Jo 911 Jo9L ct9+ at oltt- 01-L 10 Wk (Lauaplua pnrr ZI33S *Alla - 9 6 Zt 11 S L 6 It E 1 9 L z E 1 S L z z E 0 0 0 0 Z- Z- E• 1• l 1 9 8 0L - MW SL+ S+ 9. 1 Jo 91 019+ a r at to 01-L l0 W) (alas ul rpnp); X33S 1. ceiling Iasulauoa Single Single - 0.80 Number.of stories Family ,? R -value One Two Three R-0 -103 49 32 R-19 -8 -4 .2 R-30 • .2 -1 .1 R38. 0 0 0 U -value U -value- _._,..... j 0.50 -176 -84 -54 0.30 -102 -49 .-32 " 0.10 -26 -13 -8 0.08 -18 -9 _ -6 .. . 0.06 -11 -5 -4 O.C4 -4 .2 .1 0.02 4 2 1 0.00 11 `-' S 3 2. Wall Insulation 3. Raised Floor Insulation Single Single - 0.80 R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value- _._,..... _ .. ._. _ 0.80 -153 -114. -76 :_. 0.50 -91 ....v -68........._..48 0.40 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04: 14 11 7 0.02 19 .14 10 0.00 24 18 12 4 2 1 O.CO 3. Raised Floor Insulation F2 factor 0.90 Insulation In Floor Number of stories 0.80 R -value Number of stories Two R -value One Two Three R-0 -17 -8 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 3, 1 1 U -value Number of Stories .37 _ R -value --.._.0.60. -144 -70 -46 0.50 -120 '-58 38 0.40 .-95 -46 30 0.30 -69 -34 .22 0.20 -43 -21 .-14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 O.CO 10 5 3 Controlled Ventilation Crawlspace F2 factor 0.90 -4 Number of stories 0.80 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 .2 -2 -2 R-19 .1 .2 -2 4. Stab Edge Insulation .10 4 40 Number of Stories .37 _ R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard _ 0 - 6. Class Heat Loss Total _ -48 -69 Errectlre Percent Clan LJ -value 16 Percent -42 (percent glass x SC) .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 .37 -26 .14 3 8 35 -75 -29 -19 -9 1 10 30 31 -21 -13 -4 4 12 29 -58 -20 .12 3 5' 12 28 -55 .18 -10 2 5 13 27 -52 -17 -9 ..2 .2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 .7 - 0 7 14 24 -43 -12 -5 1 8 14 _ 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 .7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 '1t 3 7 10 13 16 19 10 3 9 11 14 17 19 9 '" -1 10 13 15 17 20 8 2 12 14' 16. 18 20 7..Shading (Shade Open) -14 -48 -69 Errectlre Percent Clan na 16 -12 -42 (percent glass x SC) -55 Effective 14 -10 -35 -50 %Glass North East South :West Skylight 18 5 "' 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 .3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 "" 1 2 4 2 3 4 .0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 .1 -2 -4 -2 0 na = not allowed 9 3.5 2 a3. Shading (Shade Closed) I EtrecdYe Peremt Class (percent &is x SC) Effective %Glees North Eats South West SWot 18 -14 -48 -69 -64 na 16 -12 -42 59 -55 na 14 -10 -35 -50 -46 na 12 -8 ' -29 -40 -37 na 11 -7. -26 36 -33 na 10 -6 -23 -31 .29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 .9 -11 -10 -30 4 -1 -0 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 .1 • .2 -1 -9 1 1 1 1 1 -4 0-' 2 3 4 3 0 na = not allowed, 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Wall Stories Family Mutti Stories Mass /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2. -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 it 12 12 5.5 -5 8 9 11 12 12 t 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 i 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Wall Family Family Mutti Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11.. 1.80 10- 12 12 2.00 10 11 13 11. Heating System SE or HSPF (assumes ducts In atdc) . _ Sum of 1-6 -25 or -24 to -14 to -410 +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 EtTective SE or HSPF (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to .4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 .56 47 38 -30 na 3.41 -45 -39 -34 .29 -24 .18 0.40 3.67 -34 30 .26 .22 .18 .14 0.50 4.58 -10 -9 .8 .7 .5 .4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90, 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Sys (assurr -25 or -24 k SEER less -15 8.0 -14 -12 8.5 -9 -7 8.9 -5 d 9.0 -4 -3 9.5 0 0 10.0 4 3 10.5 7 6 11.0 10 9 120 15 13 `13.0 20 17 (SEER Effective -25 or -24 ir, SEER less -15 5.0 30 -25 6.0 -12 -11 6.6 -5 -4 7.0 0 0 8.0 9 8 9.0 16 14 10.0 ' 22 19 11.0 26 23 12.0 30' 26 13.0 33 29 Zonal C 10 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures mpardkss of the compliance approach used Items marked with an asterisk (•) may be superseded by mon: stringent compliance requirements listed on the Certificate of Compliance, When this checklist is incorporated into the Permit documents, the feutoes noted 0" be considered by all parties as binding minimum component performance speaficatdons foe the mandatary mcasnes whether they are shown elsewhere in the documents or on this clxcklist only. DESCRIMON DESIGNER ENFORCEMENT Building Envelope Measures §2.5352(a): Minimum ceiling insulation R -I9 weighted avenge. §2.5352(by Loose fill insulation manufacturer's labeled R -Value - §2.5352(c): Minimum wall insulation in Lamed walls R-11 weighted average (does not apply to CAterior mass walls). ' §2.5352(k)r Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 permfmch, §2-5311: Insulation specified or installed meets California Energy Commission (CEQ quality standards Indicate type and form. 12.5352((: Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infnitration/Eaftltration Controls a. Doors and windows between conditioned and unconditioned spies designed b limit air leakage, b. Doors and windows certified, e Doors and windows weatherstripped: all joints and penetrations caulked and sealed §2-5352(e): Special infiltration barrio installed to comply with §2-5351 Motu CEC quality standards. §2-5352(d): installation of Fireplaces 1. Masonry and factory -built fireplaces have a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control ' G Flue damper and control 2. No continuous burning gas pilots allowed HVAC and Plumbing System Measures 12-5352(8) and 2.5303: Space conditioning equipment sizing: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §ir 2.5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have dampercontrols. §2-5314(e): Gas-fired space heating equipment has intermittent ignition devices - §2 -5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greats) or combined interiorkaterW insulation (R-16 (x greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Eaccpdon 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-531R(d): Swimming Pool Heating 1- System has: a. On/off switch on heater. b. Weatherproof instnxtion plate on beater: e. Plumbed to allow for solar, 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures r 12.53526): Lighting - 25 lumens/watt or greats for general lighting in kitchens and bathrooms. 12-5314(e): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists ter. building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2. Subchapter 4, Article 1 of the California Administrative code- This certificate has been signed by the individual with overall design respcnsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent pundlaser of the building. Designer Building Owner Nar= I (: � (�iti� Name: Tuk/Fimt r 2 r k c l t.n Titk/Futn Ams: O o Z l Aedmss: Tekoici. el 16 03 i 3 O Lie. 0: — $ o leg. 1 Tckphonc (si6rhattue) - I (date) (signattae).. Documentation Author Enforcement Agency Name: r Name: ridc/Firm llddssss: Telephone: (date) �o 7-0e>*t1, o GENERAL '* tq drawings A These general nates shall apply the structural . runless othetrwrse shown or noted, 8, Unless otheewlse indicated al! details of design, workmanship and materials $hall conform to the: 1948 Edition of the Uniform Building Code IU.,6,C. f of the Internatlonal Conference of Building T c�ffici,yi's. 2, FOUNDATION NOTES A. Designr bearing '.:apoclty $oil pst, ' 8. All foundation excavation to be carried to undistur4d material or placed In approved engineered fill. 'C. Over excavation of material's. ;shall be backfilled with concrote. " D. All AAll backfill around footings,, behind walls and under slabs shall be compacted to not loss than g rotative density., E, ` Backfillin against foundation walls will ` not be permitted until the wall has reached 28 (Jay strength, and all su ortin structure is in place , pp S F, Step footings at a ratio of one vertical to two horizontal., with a maxhnnum vertical' step of 21*011, unless noted otherwise, 6. Waterproofing of foundations and retaining walls shall be the responsliallity or the owner oe contractor, and Is not the responsibility of the Engineer. ll, , Any unusual site conditions le,g, loose fill, sub-surface; water, etc,,) shall bo reported to the. Engineer. 3, REiNFORCED CONCRETE A, Reinforced concrete shall conform to opplicable requirements of the 013C and ACI Standard )18-83. B'r All concrete used In foundations and slabs on grade shall' hove a; 28 day compressive, strength or not less than 2000 p-Pr Test cylinders required where greater° strength is p"Ifled, C. The maximum slump shall not exceed 3 Inches, D. Provide 6 x $-W1.4 x W1.4 welded: wire fabric In all slabs on grade, placed 1i" flown from: top of slab, unless noted otherwise, B, Provide control Joints in all slabs on grade. The maximum spicing of Control joints shall be « t 20l•01" o.c,, unless. noted otherwise.« E', provide vertical control joints In all concrete walls. The maxtmum spacing of control joints shoe be 201-011 o,c., unless noted otherwi:ee. Cut alternate* horNizontai reinforcingbars, each face, G« Additives o.ntaining calcipm chloride shall not be used. r 4. MASONRY ,! A. All concre+te+ masonry units shall conform to ASTM C00 grads N. Mortar B. for concrete masonry shall conform to A$TM C279 Types $, y. C. Grout foe concrete masonry shall be in accordance with U,$.C. Section 2r103(d). Mintrnurtr 20' day compressive strength shall riot be less than 2.000 psi, t). All walls shall be grouted solid, Crout shall be vibrated into i 'place ernd sliatl be plae:ed in Iiftrr not exceeding 4 feet Unless appropm to clounout holes are provided in accordance with the UtIC, L. Provide bond brooker at masonry 4eaeing of all asst-Inwpince concrete slabs with building paper or as otherwise detailed. REIll N STEEL, 5 « N # All rIforcing .steel shall conform, to ASTM A615 grade ri0 unless otherwise indicated« B. Welded wire fabric shall conform to ASTM A185. C. All reinforcing steel shall be accurately located acid adequately secured, In position) beroro and r wr during placement of concrete, D, All detail lemnllation of rerititoeciog steel ,,.hall be rt�r oedonco with then ACI Manual Standard Peonticeand rr Er Lap reinforcing, bar, $pIlcdgr 40 bar diameters, unless noted otherwise, F. Send all horizontal wall bars 40 bar diameters around all turners, Unless noted otherwise. G. provide vertical and horizontal reinforcing bars In concrete and. masonry walls to conrorm to the minimum peovlsloi s of ACI 318, Section 1.4«3, unless noted otherwisa', 0,- MISULLANEOUS STRUCTURAL STEEL A. All miscellaneous structural steel plates and sections shall conform to ASTM A*36r S. All de'a'ling shall conform to currant AISC spocificotlons C, All welding shall conform to current American Welding Society specificotla- s fpr• material being y welded and be performed by ce:rtifietd welders 0. All bolts -shall be Unflnislidd ASTM A-301, unless noted otherwise. f . All structural steel and miscellaneous Iran not encasod In concrete sh01[eoreivti one chop coat of appeoverl prtmde paint, 7 WOOD' AIRAMINC framing lumber shall ibe Doug Fir 92 or better unless noted otherwiso on plan. Studs and be nroy construction grade ma eolal. 6x materlil shell be boors rir 91or better. E, Plat plyWond sheathing shall be manufactured with exier�ior glue In aeocrdancrr with reeluirernarlts of the UBC and American Plywood Association Std, PSl-83, The grader« thicknerrs and' parial' Identification Index shall be as shown on the Inns, C. All glue laminated beams shall be :tress rade t4F-�'rl unl� rrt+�d otl4erwlse� on tir�tt plarta, g ess n I), "r� , All framthg. clips and devices shall be Simpson "strong �`I or e4ulvalont. E. Minimum nailing for connectlons ,riot Indicated on this plans shill be in ate nedane:ei with Table 250 of the 1-19C. • Truss be mohufactuerid and Installed in occordance ti Y � s vrltlr the ret ulr t~hr�nt� of the G, All nails shall be common.* unless :noted ,therwlse, W. for bedsit orgled`ee supports 'shall havb foil bearing to the foundation, artless rwote-d otherwise, I. 'Timber diet prescribed are minlmijrrt. 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