Loading...
HomeMy WebLinkAbout078-380-02777 { , ,84!-90Be�6 rfl� „DOUdASS, Neal , r y f i, F ' rR '`493 42 ..r.s . 44884° Seac:rest-Dr " Oroville>-`HODSDON, R:K & J. A >ContrBrad'�Leen Constructio-- -- y�" 4884{SEACREST:DR, OROVILLE� �OF � AgExemption Permit- ; ` S: (n' ew single family) r= r _� rerr�- p ill ' HORSB —03-1987 } 8-- -- FAIRBANKS, HYLE & LAU, KIM 0'7 �g0OD-7 - ' 4884 SEAR CREST DRIVE, OROVILLE NEW JERIPET �GARAGE/CARPORT a r r • 1 ,� ID 47 w . o ' f O 1 t •I 4 t 1 t 1 ,1 S ' RESIDENTIAL —36--1 841-90B,P,E,M DOUGLASS, Neal 4884 Seacrest Dr, Oroville Contr: Brad Leen Construction' (new single family) %k'DpK'CrS� ���G) Pi s r OFFICE COPY t' Addressa� � t, 2E� ; ( GAS Meter By Date ELECTRIC _ Meter By Date9� C COPY �Q�OFFFF�IICE Address4 f) `f GAS Meter By Dat":%o- L ELE�TRIC Meter y Date- A. s " JOB FINALED (nam) _ Signature 'J=OK O= Not OK =of Applicable _ Not Ready RESIDENTIAL (Single & Duplex) Date UND FLOOR Plans OK except #'s oning-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-V-??-Ft ep h tg., Garage; Soils-Steel-Elec. G nd.-/ " Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B71 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 4t-4't=re & Transformer Clearance -Ins. Protection Pe-fre-c—Receptacles Spacing -Lights & Switches at Doors ze oxes & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fastners-Bond Gas & Water Wince Circuts in Kitchen & Conductor Size/GFI / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al ange Circ. iy/ g or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 3&. -Riser Conductors & Ground -Main Disconnect 34-C,gTrr -Clearances Panels-Motors-Mech. Equip. 3 o e - loser Light -Shower Light -Spa Light moke Detector Date and B-1 Date Card B-1 Date Card B -r Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate. Drain & Overflow; Size & Grade ance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Dat i Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM G (Plans) OK except #'s Sils, Proper Material & Anchors alls Studs -Nailing, Spacing & Bracing -Plates -Sound 41 ring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) ire S -ps; Furred Ceilings -Stairs -Chases -Tub eaders & Beam -Size & Bearing i, Date F ING (Continued) Han st Caps -Anchors -Connectors Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. -Type A Flue -Fireplace Throat clearance is Access & Romex Protection -Draft Stop -Ins. Baffles 9 ows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing &X_-Rwpe4yg4ne Firewall & Openings Doors -One T -Check Garage -3rd Story, 2 Exits - ea room -Rise -Run -landing -Fire Protection 0o Roof Overhang -Attic Vents -Rafter Outriggers 56 -Nailing Veneer s - n Screed -Fd. Vents-Underflr. Access lazinp�Area-Glass Protection -Skylights -Plastic. ear IIs; Nailing -Bolts Jig ulation-Walls-Ceilings 60. Infiltration -Walls -Windows Dat -2 and B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date Plans OK except #'s Pf Ext teps-Door & Sidelight Protection -Landings 6 . moke Detector rnace; Vents -Clearance -Comb. Air -Connector - In Garage;Above Floor-Ducts-Mech. Protection 6 room Exiting I. & Bath Fixtures & Tub Access -Spa ec. rim & Subpanel; Breaker Sizes & Labels Stairs & Rails ve; Clearances -Hearth lec. Outlets at Wood Panel; Int. & Ext. ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7yHer. Outlets & Receptacles at Kit. Counter ! rage Fire Door; Swing -Landing -Closer -73 CYC DaChin Garage -Damper r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. InGar ge; Above Floor-Mech. Protection b., Elec & Mech. Equip. Listed for Location 7ec. Receptacles in Garage; (G.F.I.)-Romex Protection 47- nsulet ion- Foam -Looked in Attic 0 Yes 7 eck Construction -Post Caps �f'dir. lFer+ crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 -(,e - owing instld.; Drive 0 Yes o; Walks es 0 No; Planters 0 Yes 0 No 'nish $2-A.G. 46Mt-8isconnect, Electrical, Plumbing 83r4J2rfs Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings Ad 1UaUw ` e1 Disconnect, Electrical, Plumbing xterior lec. Trim; G.F.I. Receptacle -Underground enAAa4oTfThroughout House Of- GWss Protection 262orre�ns from Previous Inspections as Test -Meters Tagged; Gas -Electric 9 er & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Dat Card B Date Card B -1 - Dat 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) J=OK O=Not OK = Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance .y f Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except N's 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: Rfg: 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 ff'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-Panelboards-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 ' 1 .,,,•. -,..� „ru.w,. r.,nn L/ :4. Nram n•u -c' r^t:,.:':Z :j.,Ji!IIrBfIJn . j :.. d tut i 11. •'••q;illta!rt�. "r 1.1 j" ♦hrnvn ar. 1118 typical yuJllly rnirks bels.),%; iS nut ' 1►: , 1 %. xq 1,1,0r ,11•11 is •1 •::cl U:tly torr thv jmrllcr.'.i: of illustration i� A of YPICA' CUS1*0M PRODUCT QUALITY MARK P-1 43 ........ .,ITC: r1r.,ajltaliun ofrtualiliri! }lit ' {: INSPECTE 0AN8I�A i TC A190.1--1983 n[,Il'u•t.' i' _'r'.....1: .:I:o'.;J- 11con"vii plat; •tt)/- it:'.� .rl: I,,1:.:11 •'t.': !`,i• for (1.IJ!�t n•�ti n.:�: \. "I nd. L•'t:.l t W. :Idiculr:1 contotlrranCL ft., ANSl!A r�lsr.t �L••.' I ::,.•,,li.:,liy Lr'r.te:tl by' t A1Jll.1 19L'?-Suuclural Glued Lop Ju:d Timu,:r { • II ! A TYPICAL NON -CUSTOM PRODUCT QUALITY MARK i Ideuhflcation of stluctwal use,(iq,, t' . ' ""ted Uy Symuol5: I— B•-Simpla spJ:l trending momber; ! i ,r.r,•nlucimcsti membt:t, T-•,. ••>ir/rt m0 ! Ler` (A--cunrinuous or cantile"o s;! . U S E II-:n(1int� trl.:�rlltr:i i. . ARCH ,•r l�:•.,y:r,sl,:•, ,11 •II•.'JIJrtCt: llla,Jt• IN �'. t + , P. l � 3 i,.aa,,n. ARCH -Arch: .. quo s 4.V Es_......\u•. a•,::' .'r A' #..audhtitt) li6alt/ i'°i�.c l' f!SIS"°l v h!'JFP!1"!lik�!St:7;�Rl�wtt „at5sll�ii, !loft t•;rl �.::' u> r udht:,wC W .�, .I�y•t..•: :,Jru::,,a•., J:u ,tsar;, OUAII j IFE QUALIY NSPECTO r . , /� ^ 1 �y I ) y:�� dvoci I .sJu.t:•1'f IIH.IJ .. . A190.1-1983 D. ,pj l'rait!r• ill TC tarn;natir �pi•t:ifit.otiun iuui cOmuin.ltiorl •iymui y tot axample: '117.85, 24F V3 t1: 11 :11: •,':•./l: ,i 1Y.1.,:. •.1 4l,R,t I'I!11('J:.... G:►'�!•Itlll tl.h C '� ,1 1 its AV•,I: All l; .I,r.l a!1 r••,yl C; 1•. 1•.: •`or t!uallfiCJtl;,n Alc�p 1 j�14., �• ,trur•tur,ll Cil:);ti Ltlln•:: R?:!•tl•1'.. .. i'':cO1J! (IL.,.II,Y �t...Ilrf.,I f r"hli,:• ,... / •..,,,,:, :.,t: lir � h. !t ,:,..1!'uCf'.. !'.. tl• :jn!• t... !I,t Cll.n.l ! .IutitlJr::' .t :,', •a .I:Jhll. docunlet us. tion•custoto )ri�duLts, essential df•lii;ls we inclu(1•:C on 11; ''• ). •L. ft• 5•• rnl "CER ``OF 11A4kA 11TP � u A a <<, I FICATE OF ' CONFORMANCE JHE UNDERS16NED MA NUFA C TURER HEREB Y CER T/FZE S that the products identified below and on attached sheets Nos._. �_____._._...__ are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSUAITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Y,itt.phn,_Qr.n-tL._ ......:..,...... , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau, The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Proof loaded end joints, JOB NAME ............ ..(Stock) Georgia Pacific JOU LOCATION. Sacramento, Ca, SAC 5291 DATF.4�.�._6/90.._MF(;RsOR(IERNo.._..54-4473 C...- .......... IISTUMER'SOROERNU �.-�_ 24F -V4 12 SIGNAIIIRE =' !/C!� `..................._...._.... CUMVANY B o h e m i a.., n Clair L. Pittman AITC HEREBY CERT/FI S that the said company at its said plant is licensed by the AMEWAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with 'applicable manufacturing and testing provisions of said Standard in respect of products manufacturod at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Cee fillcate No. 63435 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ® 1983 AMERICAN INS'117U1 F OF TIMNEN CONSTRUCTION i[ OF TIM4�, _77- .. -[TC µIFICATE.OFCONFORMANCECIR 1HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos.__.. ___ . are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in tau.ghtL._ar_e_g.o_tL.._.........•,.._.. , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN_ INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing arid fabricating provisions of Chapter 25 of the Uniform Building Code. P -r o o f loaded end joints, (Stock) Georgia Pacific JOBNAW - __............. ....... ..... lDdLOCATION Sacramento, Cd o SAC 52914/16/90 - .__._ DATE _ MFrR'S OROFR No 54-4473 --_-- - _ CUSTOMER'S ORDER N0�. _ .._ 24F -V4 SIGNATURE �., 'l-�'.._, ..._. B o h e m i a _,_ I n c Clair L. Pittman r I I Lt _. _..._._Q.�...... C ° -S u e. r_y_i.. s o r ADDACSS __V.a.0 9.h n.. t... 0 r e_9_o. rl-__�_.... DATE 4 Z� AITC NFRE13 Y CF_ RTIFIF,.3 that the said company at its said plant is licensed by the AMER4CAN INSTITUTE OF TIMBER CONSTRUCTION .to use the. AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with 'applicable manufacturing and testing previsions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM 18CA AITC Cefllllcare No. 63435 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ® 1983 AMERICAN INSI I'f(J'IF OF TIMOLA CONSTRUCTION ...j v s. ",c quati I rvu purl n•11 -t.- b I 1F'j I I of i 1-13" %hmvip m! ilia lypic3l clu3111y r-airks tjcjO,%; is Imat Xlf 111.011 JF -d IS );Ily 10t IhP Of ilhif-fration TYPICA' CUS1*0MPRODUCT -QUALITY MARK if-4plaill Ell, ALI P -i43 QUALITY INSPECTED AN -S I /A I TC A190.1--1983 bI-id;cawt corifmtr-isml. to A NS I 'A y ITC A190.1-198.1—Stiuctural Glued Lar 3 1 tfcl T 1 n I Lvi, A TYPICAL NON -CUSTOM PRODUCT QUALITY MARK is Idewificow of structural lated tv/ symUoh; B—SimlAd spxt bending monlWo'; USE ARCH 111,11-h, I N P_ 3 AFIC14 'PREN; Pitanitim r,yy QUA f- 1'�"Y QUALITY 0 000-00 00F.XX--­.. ANSI/AITC A190.1-1983 i"'f J!I AM.A. HI&I, an !,on -o. c 0'. 01 p.1111itJ IiLcI14 dall idIII.-mve'. WH' (vj;' III... It'll 'JS 'Vkla.l S11141.41, U%t.J D. 'I;IA'raL)Iv Ai TC farnin3w 411141 combination i . os #!xample: "117-85,24FVJ". Owner: Permit No. E N E R G Y CERT IF ICAT ION 84 Seacrest Drive Oroville Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value)r_____._._ EXTERIOR WALL Material Fiberglass batty _ Brand Name Owens-Corning Thickness(inches) 31,11 Thermal Resistance(R. Value) CEILING Batt or Blanket Type Fiberglass batty Brand Name Owens-Corning Thickness(inches) 9;" Thermal Resistance(R Value) R30 Loose Fill Type Fiberglass Brand Name Owens-Corning Minimum Thicknesl(Inches) 12 3/4" Number of Bags 10 Wt. per bag ., ,. lb. Area covered(ft. ) 660 Thermal Resistance(R Value)Rte_, FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) .. Brand. Name Thermal Resistance(R Value) - Brand Name Thermal Resistance(R Value)_____ FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R I hereby certify that the above insulation was installed in the abgve building in conformance with the State of California Energy Requirements, LOERKF TN-,ui ATTnN rn , TNr- 499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO, December 27, 1990 SIGNA URE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as ehown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California.. 7-o� dt IK7 FI / R (Please pr nt) STATE CONTRACT O R' S LICENSE NO. �� / '----i� — 111. mow• • 1e 11 • S OF CONTRACTOR OWNER DATE 1 THIS CERTIFICATE MUST BE ON FILE WITH T11E BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING, January 1984 COUNTY OF BUTTE s DEPARTMENT OF PUBLIC WORKS 4L 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 - CORRECTION NOTICE 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 ed additional explanation, please contact this office immediately. Date �` �— Inspector �!', .. ,, n � f'^•�•� �.. r- t•_. . t. .'w:"6'.."`.T�"C'r'�,�'�yy'�.Y31i%�iF.�1.1tii��"'F-..y, .,�yy,•,srF'.fT-'4�a`+siir i'�r3.r_r.'hy� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS .� 196 Memorial Way, Chico — Phone: 891-2751 ---•----- 7 County Center Drive, Oroville — Phone:'538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE VNER 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 immediately. I C- - G r 5 �Ai=� y v) P r v 7vT£' 19e -w, Q I T') C TCj5-1- r/ U v _ L -W fiq Tc> Celz4e4c i 1e / Te- i9G e /;/v4ee'6�t Date / 6 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 •^ 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER 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 immediately. Date C" V Inspector; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroviile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE C4? ef/ OWNER 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 immediately. V— '� !/O V e- a/ s` 9 L£G rid ti.9� COUNTY OF BUTTE DEPARTMENT. OF PUBLIC WORKS • 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER ✓ / 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 Immediately. alz s. 1 t, .r. a h." 1b Inspector �� Date_ Z% —® MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109. CITRUS HEIGHTS CA 95610 USA MiTek FAX (916) 676 1909 TELEPHONE (916) 676 1900 Re: FAIRBANK The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trojan Truss Pages or sheets covered by this seal: R9459050 thru R9459052 My license renewal date for the state of California is June 30, 2005. QRnF��h'gl .� June 23,2003 Anderson, Bob - The seal on these drawings indicate acceptance of professional engineering responsibility solely for. the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. '4' 12-0.0 12-0.0 Scale = 1:39.4 4x4 = 3.00 12 1x4 II 6 1x4 II i�A ii - 7 1x4 II 3x5 - 21 20 ly 10 1r 10 is 11 - - 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 .II 4x6 = 2x4 II TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 2x4 II 2x4 II CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 24-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP M1120 185/148 TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) n/a n/a TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 11 n/a 1st LC LL Min I/deft = 360 Weight: 1041b BCDL 8.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD 2 X 6 OF No.2-G OTHERS 2 X 4 HF Std BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. i BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS . (lb/size) 1 =200/24-0-0, 14=145/24-0-0, 11 =200/24-0-0, 21 =675124-0-0, 20=-286/24-0-0, 19 =185/24-0-0, 18 = 85/24-0-0, 17 =103/24-0-0, 16 =101 /24-0-0, 15 =113124-0-0, 13=-385/24-0-0, 12=688/24-0-0 Max Horz 1=18(load case 3) Max Uplift 1=-50(load case 3), 11=-52(load case 4), 21=-203(load case 3), 20=-286(load case 6), 19=-52(load case 3), 18=-26(load case 3), 16=-26(load case 4), 15=-52(load case 4), 13=-385(load case 7), 12=-203(load case 4) Max Grav 1=200(load case 1), 14=180(load case 2), 11=200(load case 1), 21=675(load case 6), 20=80(load case 3), 19=185(load case 6), 18=87(load case 6), 17=103(load case 1), 16=103(load case 7), 15=113(load case 7), 13=800oad case 4), 12=688(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-54, 3-4=16, 4-5=-12, 5-6=8, 6-7=-11, 7-8=-12, 8-9=-2, 9-10=-54,. 10-11 =-47 BOT CHORD 1-21 =2, 20-21 =2, 19-20=2, 18-19=2, 17-18=2, 16-17=2, 15-16=2, 14-15=2, 13-14=2, 12-13=2, 11-12=2 WEBS 2-21 =-420, 3-20=127, 4-19=-115, 5-18=-77, 6-17=-79, 7-16=-77, 8-15=-115, 9-13=127, 10-12=-420 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane ocean(-e1e, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSIITPI 1-1995 criteria. ®WARNING - 1&td0nal6Uign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate institute, 563 D'Onofrlo Drive, Madison, WI 53719 MITetk- Industries, Inc. c17180 L)a EXP. 06/30/05 i* une 23,2003 V Symbols PLATE LOCATION AND ORIENTATION 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. PLATE SIZE hor 4 x L orientation, locate 'plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. The first dimension is the width 4 x 41 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur J2 J3 J4 TOP CHORDS Jl J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907, 4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the ' building designer,: erection supervisor, property owner and all other interested parties. 2. Cut'members to bear, tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid' knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at '/< panel length (± 6" from adjacent joint.) f` 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time -of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the. grade specified. 10. Top chords must be sheathed .or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional O engineer. 8 Te k®V1%.e*Sd 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 U CL�' h = v U O CL 0` C8 C7 C6 Jl J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907, 4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the ' building designer,: erection supervisor, property owner and all other interested parties. 2. Cut'members to bear, tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid' knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at '/< panel length (± 6" from adjacent joint.) f` 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time -of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the. grade specified. 10. Top chords must be sheathed .or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional I 1114 ;a 1181 engineer. 8 Te k®V1%.e*Sd 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job TRUSS, ORLAND Truss Truss Type Qty Ply ' LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl R9459051 FAIRBANK T1 SCISSORS 13 1 FAIRBANKS- MITCHELLS Lumber Increase 1.25 BC 0.58 Vert(TL) -0.59 9 >486 r BCLL 0.0 (optional) --- _. _ �.:T ,, 1 A ..: ne � 1,,..'1" 11•na.dn 2003 Pae 1 TROJAN 1 RUSS, ORLAND CA 90903 � w.cv i on , a vii , . wv� ,.,n an ,i ,.a.5 4-1 ,, ..,.,...,.... �.. ...,-...._ ____ .. _�_ -2-6.0 6-10-9 12-0-0 1717 24.0.0 26-0-0 . 2-0-0 6-10-9 5-1-7 5-1-7 6-10-9 2-0-0 Scale = 1:46.4 4x4 = 4 N N O 6-10-9 1 12-0.0- 17.1-7 240-0 6.10-9 5.1-7 5-1-7 6.10-9 Plate Offsets MY): [2:0-3-11,0-0-81, [6:0-3-11,0-0-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.28 9 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.59 9 >486 '> BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.40 • 6 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. WEBS 2 X 4 DF Std -G TOP CHORD BRACING @ 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED'@ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (lb/size) 2=918/0 3-8, 6=918/0-3-8 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 2=-16(load case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) .Max Uplift 2=-277(load case 5), 6=-277(load case 5) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-3409, 3-4=-2469, 4-5=-2469, 5-6=-3409, 6-7=19 BOT CHORD 2-10=3223, 9-10=3223,8-9=3223, 6-8=3223 ; WEBS 4-9=1633, 3-10=95, 5-8=95, 3-9=-848, 5-9=-848 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' • Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply -1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 - -J4 - - 2: Cut members to bear tightly against each- TOP CHORDS other. 4.. %- C2 C3 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane 0U �aOat joint locations. AC6 aU4. Unless otherwise noted, locate chord splices O at 'Apanel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate 5; ' Unless otherwise noted, moisture content of C8 C7 0 BOTTOM CHORDS plates 1/8" from outside edge J 1 J8 J7 J6 lumber shall not exceed 19% at time of fabrication. " of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator: General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE _1 shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber-shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed,. Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval.of a professional which bearings (supports) occur. engineer. Te I(® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII77473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply 24-0-0 21 = 31/24-0-0, 20 = 222/24-0-0 Max Horz 2=-15(load case 3) Max Uplift R9459052 FAIRBANK T1GE FINK 2 1 FAIRBANKS- MITCHELLS LOADING (psf) SPACING 2-0-0 CSI (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Mon Jun 23 11:06:42 2003 Page 1 -2-0=0 I 12-0-0 I 240.0 I 2 2-0,0 12-0.0 12-0.0 2-0-0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD Scale = 1:45.5 CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL3x4 - BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY 10 AND RECOMMENDATION. 8 g 11 12 5.00 12 7 13 6 14 5 15 9 q 16 3 17 2 18 3x4 = LUMBER TOP CHORD 2 X 4 OF No.1 &Bir -G BOT CHORD 2 X 4 OF No.1 &Btr-G OTHERS 2 X 4 HF Std BRACING #. TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=253/24-0-0, 24=6/24-0-0, 18=253/24-0-0, 28=70/24-0-0, 27=69/24-0-0, 34 = 222/24-0-0, 33 = 31/24-0-0, 32 =102/24-0-0, 31 = 89/24-0-0, 30 = 92/24-0-0, 24-0-0 21 = 31/24-0-0, 20 = 222/24-0-0 Max Horz 2=-15(load case 3) Max Uplift 2=-152(load case 5), 18=-152(load case 5), 34=-9(load case 4), 33=-48(load case 4), 32=-21 (load case 5),-31=-29(load case 4), 30=-33(load case 5), 29=-22(load 24-0.0 case 5), 26=-22(load case 5), 25=-34(load case 3), 23=-35(load case 5), 22=-20(load case 5), 21=-48(load case 3), 20=-9(load case 3) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/a M1120 185/148 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.04 1-2 >668 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 18 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 124 Ib LUMBER TOP CHORD 2 X 4 OF No.1 &Bir -G BOT CHORD 2 X 4 OF No.1 &Btr-G OTHERS 2 X 4 HF Std BRACING #. TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=253/24-0-0, 24=6/24-0-0, 18=253/24-0-0, 28=70/24-0-0, 27=69/24-0-0, 34 = 222/24-0-0, 33 = 31/24-0-0, 32 =102/24-0-0, 31 = 89/24-0-0, 30 = 92/24-0-0, 29 = 62/24-0-0, 26 = 62/24-0-0, 25.= 91/24-0-0, 23 = 83/24-0-01 22 =102/24.0-0, 21 = 31/24-0-0, 20 = 222/24-0-0 Max Horz 2=-15(load case 3) Max Uplift 2=-152(load case 5), 18=-152(load case 5), 34=-9(load case 4), 33=-48(load case 4), 32=-21 (load case 5),-31=-29(load case 4), 30=-33(load case 5), 29=-22(load case 5), 26=-22(load case 5), 25=-34(load case 3), 23=-35(load case 5), 22=-20(load case 5), 21=-48(load case 3), 20=-9(load case 3) Max Grav 2=253(load case 1), 24=15(load case 2), 18=253(load case 1), 28=70(load case 1) , 27=69(load case 1), 34=222(load case 6); 33=31(load case 6), 32=102(load case 6), 31=89(load case 1), 30=930oad case 6), 29=63(load case 6), 26=63(load case 7), 25=92(load case 7), 23=83(load case 1), 22=1020oad case 7►, 21=31(load case 7), 20=222(load case 7) FORCES (6- First Load Case Only TOP CHORD 1-2=39, 2-3=30, 3-4=-35, 4-5=8, 5-6=-21, 6-7=-21, 7-8=-21, 8-9=-14, 9-10=-22, 10-11 =-22, 11-12=-14, 12-13=-21, 13-14=-21, 14-15=-21, 15-16=-16, 16-17=-35, 17-18=-51, 18-19=39 BOT CHORD 2-34=7, 33-34=7, 32-33=7, 31-32=7, 30-31 =7, 29-30=7, 28-29=7, 27-28=7, 26-27=7, 25-26 = 7, 24-25 = 7, 23-24 = 7, 22-23 = 7, 21-22 = 7, 20-21 = 7, 18-20 = 7 WEBS 9-28=-51, 11-27=-51, 3-34=-168, 4-33=-26, 5-32=-76, 6-31 =-69,.7-30=-70, 8-29=-49, 12-26=-49, 13-25=-70, 14-23=-69, 15-22=-76, 16.21=-26, 17-20=-168 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I,. condition I gnclosed building, of dimensions 45 ft by 24 ft with exposure C .OSCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, - theK are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are 1x4 M1120 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. ntinued on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral suppon of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. lei Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Qualify Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek Industries, Inc. Q pFi=SSJpJ�� C17180 "')5c * EXP. 06/30/05 0 CIVIL OFCA41�o June 23,2003 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property • Damage or Personal Injury Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1•.—Provide'Copies of this Truss desigh td the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. - J2 J3 -J4 - ' 2. .Cut members to bear tightly against each 1 TOP CHORDS other. 1$ C2 C3 J5' 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane joint u �, 3 0 at locations. �� O U �yU 4. Unless otherwise noted, locate chord splices 0 C ~ at V. panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate r 5. Unless otherwise noted, moisture content of C8 C1C6 0 BOTTOM CHORDS . plates 1/8" from outside edge J 1 J8 J7 16 lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant.or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and, connector plates.. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load* deflection. . WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING11. SBCCI. 9667, 9432A Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints at MME=- ,-•rte 14. Do not cut or alter truss member or plate without prior approval•of a professional which bearings (supports) occur. k 1114 ;a I engineer.. Ii Te k° 15. Care should be exercised in handling,, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. C Job Truss Truss Type Qty Ply , R9459052 FAIRBANK T1 GE FINK 2 1 FAIRBANKS- MITCHELLS (optional) T.FjOJAN TRUSS, ORLANU (A ybybJ w.�� r an r n�r c ' i NOTES i 5) This truss has been designed for a 10.0• psf bottom chord live load nonconcurrent with any other live ds per Table No. 16-B, UBC -97 6) A plate rating reduction of 20% has been applied for. the green lumber members. 7) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASEIS) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage; delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 'Center Damage or Personal Injury 3/4' plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �$ X78 ♦c C2 C3 J5 3. Place plates on each face of truss at each q 3 joint and embed fully. Avoid knots and wane O0 u 3 o at joint locations. U�y U 4. Unless otherwise noted, locate chord splices O CL ~1 at'/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8 C7 C6 0 BOTTOM CHORDS plates 1/8" from outside edge J 1 J8 J7 JG of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and. connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE _- shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS. grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateralbracing at 10 - ft. spacing, or less, if no ceiling is installed, . Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with BEARING stacks of construction materials. Indicates location of joints atM_ ® I 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I Ta engineer. III MiTek® 15. Care should be exercised in handling, Effl erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. BUILDING DIVISION COUNTY OF BUTTE - DEPARTIMr NT OF DEVELOPMENT SERVICES ,7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT MIT NO. Agricultural building is defined as follows: Agricultural building is a structure desi ned and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 36 - 11 - 2 - 68 ZONING A6 OWNER PHONE NO. R.K. & J.A. Hodsdon (916) 533-2221 OWNER'S ADDRESS 4884 Seacrest Drive, Oroville LOCATION OF BUILDING Southwest quadrant of above property USE OF BUILDING Horse barn SIZE OF STRUCTURE 12 X ___24_, = 408 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME X STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE Wood Composition shingle Dirt ESTIMATED COST OF CONSTRUCTION 1800.00 $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT SIDES 5� REAR -5�0 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date ' 3 -'� &" - Permit Fee - $50.00 Receipt No. �3 �/ O Signature of Owner The above described AG Building is exempt from a building permit FL D I PAROL P. F G ROOISSU I/ Manager Building Divi ► ByDate 3 White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant •'�Y"Rl�t4 � lw'��F"' T��•���"^T +Ti1 T� �1"'�+�I�"�Q�i�1�P�.� �_F,ryi .:I-'�l�T�+�'�r, j�1 COUNTYOF BUTTE - DEPARTMENT10H VELOPMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER Proposed Building Use 2A 22 Building Inspector l-2 Date At time; application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED 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. ........... 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 . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 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). . . re 20. Pre -inspection for required. . toPBu;;a;ngansped;nspecwrionreque-(s (Date) 21. 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. ..... 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: e---- Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other (/ -A C LA-- v _ 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: (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, 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 .� ,,,.• COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS ' • 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 841-90 ASSESSOR PARCEL NUMBER a 36-112-68 OWNER �' L la ZONING AR TELEPHONE BUILDING PERM SQ. FT. OCC. BUILDING VALUATION 1197 R 47,000 OWNS 'SDo ADOR ESS 2775 Feather River Blvd Ste 4 Oroville 95965 460 M 6,440 CONTRACTOR'S NAME TELEPHONE 1534-6523 10/- cov 1,0/.0 'i �F CONTRACTOR'S MAILING ADDRESS 2775 Feather River Blvd Ste 4 Oroville 95965 Fireplace CONSTRUCTION LENDER WP`PPLENDER'S UNKNOWN Total Valuation Is -5,360 Filing Fee $ 10.00 MAILING D -ESS Oroville Permit Fee $ 301.00 ARCHITECT OR ENGINEER nonp LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING y8c� s t Dr. Permit fee $ 341.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 8 2,00 16-00 Orovillp Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP 1 2 - -2�p Water piping 5,00 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF[A Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5-00 Building sewer 5.00 Mobile Home I S G W 10.00 e TYPE OF WORK New L`J Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: MaGtar # ��'^�� _ 3 So Q, Permit Fee $ 46.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORO0V OR LESS10.00 10.00 CONTRACTORS LICENSE LAW 1 declare un er penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess ns Code and my license is in fu force and effect. License No. b Classification ElI, 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 100 AMP 2.50 NEW CONST. DWELLING o OR ADDNS. ACC. BLOGS.T�V) h2Sq ft 41 .40 NEW CONST- ULT'I.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup( OR FIXTURES 20 0530 FIXED APPLNS. EX. Occup. OUT ETS ((RESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 - Permit Fee $ 61.40 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 Consent to Self -Insure. 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 Diinl Pak 3t- 6.00 Cooling 6.00 Hood 3.00 3.00 Ventilation 3.00 it Fee ee $ 28.00 Contractor I certify that I have read this application and state that the above information is corre . agr to comply to all County Ordinances and State Laws relating to bui in cc uction, and hereby authorize representatives of the Countyot Butt to ter on the above-mentioned property for inspection purposes. I al gree save, indemnify and keep harmless the County of Butte against all I biliti judgments, costs, and expenses which may in any way accrue agai t sat County in consequence of the granting of this permit. to Signature of Applicant - Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" p a ition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 occ CONST TYPE TOTAL FEE $ 506.40 HAZ - CUA '- PARK - SCHL - FM PAR PD b IssuF� V This permit is hereby issued under the applicable sions of he Butte o my Code and/or resolutions work ind rated at v for which fees have DIREC OF PUBLIC WORKS BYZ1W VVVi Date PERMItr EXPIRES Date provi- to do been paid. 21 Receipt No. / �. WNITE-D.P.W., YELLOW -9. PI " E OR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASS SSOR PA CE NUMBER 1 Z-ONING BUILDING PERMIT O YMITELEPHONE V& , o U S S0. FT. OC . BUILDING VALUATION ' OWNERS MAILING_ADDR SS (� ) Q/��y CO TRAC OR'S NAME r n f. T - ELEPH NE CC f/ ,3jJ RACTOR'S MAILING ADDRESS (/`` vY1 6 Fireplace CONSTRUJ A CTION LE NDE �N Or a 16 UNKNOWN Total Valuation $ S LENDER'S MAILING ADDRESS ro u- & Filing F g ee $ 10.00 Permit Fee $ AR H TECT OR ENGINEER LICENSE NO. Plan Checking Fee $ JS ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $- Penalty $ BUILDING ADDRESS �r- Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 a reg U� ( Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 500 �1 Each qas water heater or vent 5,00 3100 USE OF STRUCTURE SF 4 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Q Building sewer 5.00 Mobile Home S I G I W t0.00e TYPE OF WORK Newts Addition ❑ RemWel❑ Utilities Installation[] Other ❑ Describe work: .4/QS ir- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 ❑ 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 Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OC OR ADDNS. ( ACC. SLOGS. �2QSQft44 NEW CONSTNON-RESID R BRANCH CTRCTITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. / Ex. OCcup(OUTLETS OR FIXTURES 2a@Sat eASO 0 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 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 DepartmentG 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 l 49 .00 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 said County in consequence of the granting of this permit. X 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 $ CONST TYPE TOTAL FEE $ F HAz I CUA PARK I SCHL I FLD I PAR PD HD ISSUE This permit is hereby issued under sions sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ( -26WZZ ---_L0w.n5J9SA t8 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERM IT.APPLICATION DATA SHEET Permit No. OWNERLGr r Ct S A. P. No. Proposed Building Pro v p g Use � Building Inspector Date 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 and 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. t/' .................. 0. Fees of ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees pa' .................................................. 13. School DistVC::-- t fees paid .............. 4. Sanitation approval from �LtL� Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... ,,On. Improvements may be required. Contact Land Development Section DPW 9. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Lett 27 When you Telephone,", _(rte?�and hold for pickup Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted 1. Index permit for above items No. - 2. o._2. Additional items required: Date rZ�--o r to pe�myt issyance: „(C_Vcle new jitem not checked above). Contractor, designer, owner, was advised of above required data by—phone ----jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma il—counter by date Plans checked Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit c4'e- /odt has been issued for the above property. - z 7 -?d date signgUre PERMIT NO: 34-90 Lake Oroville Area Public Utility District 1960 Elfin Street - OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: April 19, 1990 Applicant: Neal Douglass Applicant Address: " 106 Shelterwood. Lane, Oroville, CA 95966 Applicant Phone No.: 589-1705 Property Location (s): Seacrest Drive Villa Verona - Lot 3 A. P. No. (s): 36-11-2-68 On Condition of installation of approved sewer main. Fees due: $275.00 Connection fee and $900.00 SCOR Facility Charge Due. Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: L0 Date: Lake Oroville Area Public Utility District release to close permit: Date: By: Return io DPW AGRiCI1LTURAL STATEMENT OF ACKNOWI.EDCF.MENT FOR RESIDENTIAL DEYFLOPMENT NotCpM,pgR ED Sect ion 2G-ti.A of the Butte County Code ORIGINAL ROCU EN requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent ' to land or .included within an area zoned AC ACC for for agricultural purposes, and residents RE RSC®R®�' COR ATB.f?, NCS of this properly may be subject to incon- A.M. venienres or discomfort arising from the use of agricultural chemicals, including, APR 3 0 �gg� but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. t.ural Butte County has establ.ishc•cl agric Ill zones which have as a priority use for productive agricultural. purposes, and re•`icic•ii� ::. . within sa i.d zones and on adjacent property should be or disconform from normal, prepared to accept such i ric•,)nvell i c•r►c•c• necessary farm operations. All that. real property situate in the. County of Butte, State of California, desrrilivd follows: Date: PARCEL 3, AS SHOWN ON THAT CERTAIN ,PARCEL MAP, RECORDED OFFICE OF THE RECORDER OF THE W-UNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY.4, 1983, IN BOOK 92 OF MAPS, AT -4/-/9- yo PROPESTY OYN IN THE PAGE 29 State of ) On this thee_/!SaY of 19 clO� _�P�'�'c- before nit-, n ) SS. the undersigned Notary Public, personally appeared County of.�e ) NEAL B. DOUGLASS QX Personally known to me. Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) IS subscribed to the within instrument and acknowledged that 17 executed the same for the purposes therein contained. I WI'I'Nl:titi WHEREOF, I hereunto set my hand and official seal. SEAL STelCK Present A.P. Nu.%'`Y NOT,rs,Y's'i;t"C-CALifOR1VIA u dy:c otary Public. Prncipnt C� .n BUTTE County commit;brrEx Irea DEC 71993 Certificate of Compliance: Residential Documentation Author Telephone BUILDING DATA Conditioned Floor AreaF'— Number of Stories Slab/Raised Floor Number of .Units [�} Single Family Detached (SFD) [ ] Addition. Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component Insulation Locationr/Comments Type R -Value (attic .ta garage CTiatsZ, etc.) Wall .............. R-1-3 Wall .............. C/ Roof ............. • 3a ,. _ Roof ............. Floor ............. ` FIoor............. Slab Edge..... D GLAZING Shading Devices Climate Zone 11 — O BuV MN Checked By4 Date Enforcement Agency Use Only Glass Area % Glass North 7— G i/ Y East "— South , zz West �– 0 e/ 6A _ ,s Skylight — -- Total Glazing Area Glass Type Interior Exterior Overhang Framing Type North (�_ 4�a�r�i/� s}.,. x•pw it As.�. North ( ) East ( ) East ( ) South 0 e/ 6A _ ,s South ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen. bath. etc.) HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat Immo) (SE. SEERMSPF) Duct Location' Duct Output Manufacturer / Model # (attic, etc.) R -Value (Btuh) (or anoroved equal) Maximum Furnace Heating Output: Sfjftv a Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) yst.!m ._ SEER -4 -3 -2 emel ducts In attic) 2 Sim of 7-10 2 1 1 to -t4 to 4 io +6 to 16 or 5 '. -5 +5 +15 more 2 -10 -8 -6 -4 7 -6 -5 •4 -3 4 -4 -3 -2 -2 3 -3 -2 -2 -1 0 0 0 0 3 3 2 2 1 5 5 4 3 2 3 7 6 4 3 3 11 9 7 5 ,7 14 12 9 6 j Effective SEER 3 37 -24 :R xduct efficiency) -15 Sum of 7-10 -1 -1 Ito -1410 -410 +6 b 16 or 15 -5 +5 +15 more 25 -21 -17 -13 -9 11 -9 -7 -6 -4 ; d -4 -3 -2 2 0 0 0 0 0 8 6 5 4 3 14 12 9 7 5 19 16 13 10 7 23 19 15 12 8 26 22 18 14 9 29 24 20 15 10 I Control Adjustment 8 7 6 4 3 soling System Installed ' I -4 -4 -3 -2 -2 3 2 2 2 1 1.9 2.1 23 2.5 2.7 illy Detached and Attached 3.2 3.4 Unit Size (sQ 3.8 i99 1200 1700 2200 2700 or .' 10 to to or ass iI699 0.8 2199 2699 more 0 0 0. 0 0 12 °' 8 6 5 4 8 5 4 3 3 5 3 3 2 2 8 5 4 3 3 37 -24 -18 -15 -12 -1 -1 -1 0 0 18 -12 -9 -7 -6 25 -16 -12 -10 -8 18 --12 30% -9 -7 -6 5 -3 -2 -2 -2 7 5 4 3 2 3_ 2 1 1 1 28 -19 -14 -11 -9 8 5 4 3 3 10 -6 -5 -4 -3 , gamily (individual units) 2.4 - Unit Size (s 3 3.2 9 700 1200 1700 2200 or b to to or ass 1199 1699 2198 more 0 0 0 0 0 14 7 5 4 3 ' 9 5 3 .2 2 ` 9 4 3 2' 2 9 5 3 2 2 .45 -23 -15 -11 -9 2 1 1 0 0 -23 -12 -8 -6 '.5 -25 -13 -8 -6 -5 _23 -12 -8 -6 -5: -8 -4 -3 -2 i 6 3 2 1 ' 1 .= 1 0 0. 0 0 30 -15 -10 -' -8 -6 18,= 9 6 4 4 -8- - -4. -3 -2 -2 Interior Mass/CFA 1t.T�utncv.a 1TYPE 1 MASS (USMC a 4.2, ! exposed slab) I�t.4 .l.bl e: ._:-_ -- 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 56% 60% 669. 70% 75% 80% 85Y. 90% 95% 100% 105% 110% 115% 120% 125` 0Y. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 S.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 27 2.9 3.1 3.3 3.5 3.1 3.9 4.1 4.3 ' 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50Y. 0.9 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2-5 2.7 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 65 5.7 5.9 6.1 6.4 70Y. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 13 1.7 1.9 2.1 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80'/. 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 65% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 9.S 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 5.9 6.1 63 65 67 90Y.' 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 2.1 2.3 2.5 2.8 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 110'/. 1.9 2.1 2.3 2.5 2.7 2.9' 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3A 3.8 3.8 4 4.2 4A 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) r-- = a. North C.43/ b. East J-44 c. South Q d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures ;30 or R --value 1381 U -value [0.030] 3 or va1ue111]. U -value [0.098] Or R-value[191 U -value [0.037] or R -value 101 F2 factor [0.77] Standard Type [double] U -value 10.651 /.Z./ 4 % Total Glass 116] % Glass SC Eff. % Glass x , �_ _ 41, 7t d X = o X • 77 = 46r-- b x = �- .--_ x = % Glass SC Eff. % Glass 4./J X C = 4 io�l. rG _ O X r-- = 47 C.43/ X J-44 Q X TYPE'1 MASS AREA % GOND. FLOOR AREA Interior Maas/CFA ' TYPE 2 MASS AREA a 8 Exterior Wall Mass ND. L OR AREA X SE of HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF J0.5615. 151 X S 19.5] Duct Efficiency [0.74] Effective SEER [7.03] _ Type [SGI Credit [none] Point Scores -2- -04- 2 -04- 2 t Sum l-6 -Z .W- dt Sum 7-10 �y Point Total. Mandatory Measures Checklist: Residential _ - MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain Ouse measures; regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the feature* noted shall be considered by all parties as binding minimum component perfomurwe specifications for the mandatory measures whether they are shown elsewhere in the dot umcnts or on this chedEst only. DESCRIPTION DESIGNER I ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. 0 §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior mass walls). ' •�3i' §2.5352(k): Slab edge insulation • water absorption rate no greater dun 0396, crater vapor transmission rate no greater than 2.0 per Winch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. 62.5352(1): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration7ExftltrationControls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows wntherstripped; all joints and penetrations caulked and staled §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. 12-5352(d): Installation of Fueplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5332(g) and 2-5303: Space conditioning equipment sizing: attach alculadons. §2-5352(h) and 2-5315: Setback therrrtaataf on all applicable heating systems. • §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(b)- Exhaust systems have damper controls - §2.5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucets cenified by the CEC. t/ §2-5352(1): Water heater insulation blanket (R-12 or greats) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping-' §2-531B(d): Swimming. PoolHaating 1. System has: a. On/off switch on Anter. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12.5352(1): Lighting - 25 lumenywatt or greater for general fighting in kitchens and bathrooms. §2-5314(c): 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 tb.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 Califon -iia Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purdlaser of the building. Designer Name: Building Owner Name: Titleffunl: Addmss: Tekphonc (signatum) Documentation Author Enforcement Agency Name: Nam* Titk1Firm Atcwr- . Addmn: Tekptbne .. .. (dale) 1. Ceiling Insulation 3. Raised Floor Insulation ' Number of stories Slab Floor R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value 3 1 1 0.5011 -176 -84 -54 0.30 -102 49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -6 -3 -2 Single- Single 0 0 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 3 R-11 -2 0.80 -153 -114 -76 0.50 -91 -68 -46 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 3. Raised Floor Insulation ' Insulation in Floor Slab Floor Effective Peretctt Claw Mass Number of stories East 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 -90 37 -26 j.,-- ..-----0.60 . -144 70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 -22 0.20 -113 -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 0.00 10 5 3 Controlled Ventilation Crawlspace 25 -46 Number of stories -7 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 -1 a -2 .2 4. Slab Edge Insulation 3 _ - - - 15 Number of Stories 34 R -value One Two Three •; R-0 0 0 0 R-5 8 5 2. R-7 8 6 3 F2 factor 11 16 18 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 10 14 17 14 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Single- Slab Floor Effective Peretctt Claw Mass U -value East Percent West Skylight .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 -01 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -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 3 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 11 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) Erre y -e Perceit Glass (percent Mass x SC) Effective Single- Slab Floor Effective Peretctt Claw Mass %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 -23 3 0 -4 S. Shading (Shade Closed) Single- Slab Floor Effective Peretctt Claw Mass Family omventtilanxSO Multi ENecliw Stories Attached /CFA One Two %Glatt Nom Eget Sw% West SkyW V -18 - -14 •18 -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 3 -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 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor, Mass Family Stories Multi Mass Stories Attached /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 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 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 - Sum of 1.6 Wall Family -Family Multi Mass Detached Attached Family 0.00 0 0 0 , 0.20 3 2 1 0.40 0.60 5 8 4 6 3 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 1.60 12 10 13 13 9 11 . 1.80 10 12 12 4 2.00 10 11 13 11 11. Heating System SE or HSPF (assumes ducts In aide) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 Zon. I 10 No C .Stories One -5 Two + 3 Sum of 1.6 -25 or -24 to -14 to -4 to +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 Effective SE or HSPF (SE or HSP_F x duct efficiency) Effective •25 or -24 to -14 to .4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -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 Zon. I 10 No C .Stories One -5 Two + 3 North ( )/, 4 e - — North East ( ) East ( ) South ( ) Z o South ( ) — A West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen. bath etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SB, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or auoroved equal) 7 Maximum Furnace Heating Output: Cs'ey►p Btuh HOT WATER SYSTEMS /.T Manufacturer/Model # Y SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) - r '. 'aVi.-'vim•- .may. �,. Certificate of Compliance: Residential Climate Zone 11 Project Title -OV-0 at I /C BuildingP i Project Address J Checked By,/ Date Documentation Author Telephone Psfineanent Agency Use Only BUILDING DATA North Glass Area % Glass 7PF 4elr Conditioned Floor Area Number of Stories / East Slab/Raised Floor Number of -Units South- -2— G,e7 CA Single Family Detached (SFD) [ ] Addition. Alone west [ ] Single Family Attached (SFA) [ ] Existing Building Skylight (] Multi -Family (MF) [ ] Existing -Plus -Addition Tom / VG /.2. / BUILDING SHELL INSULATION.' Component Insulation LocatiioNComments Type R -Value (attic, to garage, rMiaal. etc.)* Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... O 7" GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type North ( )/, 4 e - — North East ( ) East ( ) South ( ) Z o South ( ) — A West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen. bath etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SB, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or auoroved equal) 7 Maximum Furnace Heating Output: Cs'ey►p Btuh HOT WATER SYSTEMS /.T Manufacturer/Model # Y SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) - r '. 'aVi.-'vim•- .may. �,. :yst.!m SEER umei ducts In attic) Sam of 7-10 4 to P -t4 to -4 to 15 : •6 +5 12 -10 -8 •7 -6 -5 -4 -4 -3 -3 -3 -2 0 0 0 3 3 2 6 5 4 9 7 6 13 11 9 17 14 12 +6b 16or +15 more -6 -4 -4 -3 -2 -2 -2 -1 0 0 2 1 3 2 4 3 7 5 G R. Effedive SEER iR xduct efticlency) Sian of 7-10 -4 -3 Oto -14b -4b +6b 16 or 15 -5 +5 +15 more 25 -21 -17 43 -9 11, -9 -7 -6 -4 y -4 -4 -3 4 2 0 0 0 0 o 8 6 5 4 3 14 '12 9 7 5 ' 19 16 13 10 7 23 19 15 12 8 26 22 18 14 9 29 24 20 15 10 I Control Adjustment 8 7 6 4 3 Poling System Installed -4 -4 -3 -2 -2 3 :: 2 2 2 1 ally Detached and Attached 23 i Unit Size (sQ 2.7 2.9 139 1200 1700 2200 27W or , to to to or ass 1699 2199 2699 more o;e o o. 0 0 2 8 6 5 4 8 5 4 3 3 5 3 3 2, 2 8 5 4 3 3 37 -24 -18 -15 -12 .1 -1 .1 0 0 18 -12 -9 -7 -6 25 -16 -12 -10 -8 18 -_-12 -9 a -6 5 -3 -2 -2 -2 r . 5 4 3 2 3 2 1 1 1 P.8 -19 -14 -11 .9 3 5 4 3 3 0 -6 -5 -4 -3 'amily (Individual units) 1.3 1.5 Unit Size (s 1.9 2.2 99 700 1200 1700 2200 Dr b to b Or as .1199 ISM 2109 more 0 0 0 0 0 14 7 5 4 3 9 5 3 2 2 9 4 3 2 2 9 5 3 2 2 .45 --23 -15 -11 .9 2 1 1 0 0 .23 -12 -8 -6 '-5 28 3 3.2 3.5 3.7 �3 -12 8 -6 .5 -8 -4 -3 -2 1--2 6. 3 2 J. 1 1 .' 1 0 .-0-,-8 0 0 30 -15 -10 • -8 76 18 • 9 . 6 4 4 -8, -.-4 -3 -2 -2 � Interior Mass/CFA I IT" t MSS a1. T.1.,MC 71 TYPE 1 MASS NIitC 4.2, !e= exposed slab) 1c.�tW 1bbi �� 0% 5% 10% 15% 20% 2S% 307E 35% 40% 45% SO%- 55% AM 66x 70% 75% 00% 8S% 90% 95% 100% 105% 1 toy- 1 t5% 120% 125• OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.S 1.7 1.9 2.t 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 El 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 S.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 2.1 23 25 27 3 3.2' 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 28 3 3.2 3.5 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 2.1 2.3 2.S 2.7 3 3.2 8.4 3.6 3.8 4 4.2 4.4 4.6 4.6 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.5 5.9 6.1 63 65 67 WY.' 1.5 1.7 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 2.1 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 29' 3.1 3.3 3.6 3.9 4 4.2 4.4 4.6 4.6 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 S.2 5.4 5.6 56 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 '6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. ^Slab. Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures ,* or R -value [38] U -value [0.030] R -r or R -value [11] U -value [0.098] or R-value[19] U -value [0.037] 0 or R -value [0] F2 factor [0.77] c..T.1.?^-4 i Type [double] U -value [0.65] % Total Glass [ 161 Point Scores � -Z_ 4- ?- 0 0 Sum 1-6 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass % Glass SC Eff. % Glass a. North 64%Y X 77 = y, 7r. b. East -.._ X = O - Z c. South `ta x 1 7�7 _ 405-L 3 d. West x = d - M- e. e. Skylight X = -.•. ^ 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass -- X = y L ,Q i x , 64 = 3. 7 X = d X = -- TYPE 1 MASS AREA Interior M. % GOND. FLOOR AREA TYPE 2 MASS AREA 8 Exterior Wall Mass ND. L OR AREA it- X •%Y = SE or HSPF Duct Efficiency 10.781 Effective SE or [0.72/6.6] HSPF 10.56/5.151 .�' X %y = SEER [9.51 Duct Efficiency 10.74] Effective SEER [7.03] Type [SGJ Credit [none] q Sum 7.10 PVA Point Total: J i Mandatory Measures Checklist: Residential �.+ v MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain that meaatrn regardless of the camiance re approach used. Item marked with an asterisk (•) may be superseded by mostringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit docunxnd5. the fcgmres noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. r DFSCRJPrION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. -30 §2.5352(b): Lotze fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does nes apply to exterior mass wafts). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 parn%mch. 42-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exftlt ation Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage - b. Doors and windows certified. c. Doors and windows weatherstripped: all pints and penetrations caulked and sealed tl� §2.5352(e): Special infdtration barrier installed to comply with 02-5351 metu CEC quality standards §2-5352(d): Installation of Fuoplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(g) and 2-5303: Space conditioning equipment sizing: attach akulatiors. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 UMC. 12.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaves, sh owerheads and faucets certified by the CEC. §2.5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 fees of pips closest to tank insulated (R-3 or greater). §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-53 18(d): Swimming Pool Heating I. System his: a. On/off switch on heater. b. Weatherproof instruction plate on heater: 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 §2-5352()): Lighting - 25 lumcns/wau or greater for general lighting in kitchens and bathrooms. 12-5314(c): Gas feed 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 the bualdiag featums 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 responsibility and the building owner. who shall retain a copy of it and transmit the certificate to my subsequent purchaser of the building. Designer Nanac ivocurnentauon Autnor ,z. : Tick�Firm: Address: Building Owner Name TitkJFum: Address: Telephone (signature) (date) Enforcement Agency Name Atewr. Tekphonc 1. Ceiling Insulation 3. Raised Floor Insulation i U -value Insulation in Floor Number of stories Number of stories 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 -1 -0 0 0.501. -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 5 13 27 Single- Single -9 -2 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 40 -11 -4 0.80 -153 -114 -76 0.50 -91 -68 -46 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 3. Raised Floor Insulation i U -value Insulation in Floor -- --0.60 . 0.50 0.40 0.30 0.20 0.10 0.08 0.06 0.04 0.02 0.00 -144 -70 Number of stories -120 R•value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R19 0 0 0 R-30 3 1 1 -- --0.60 . 0.50 0.40 0.30 0.20 0.10 0.08 0.06 0.04 0.02 0.00 -144 -70 -46 -120 -58 38 -95 -46 30 -69 34 -22 -43 -21 -14 -17 -8 -5 -11 -6 -4 .6 -3 -2 -1 -0 0 4 2 1 10 5 3 Controlled Ventilation Crawlspace Number of stories R -value One Two Three R-0 -11 -7 -5 0-5 -4 -4 3 R-11 -2 -2 -2 R-19 1 -2 -2 .a a. Slab Edge Insulation Percent East Number of Stories .51 to R -value One Two Three . t a ." •: R-0 0 0 0 ' R-5 8 5 2. R-7 8 6 3 F2 factor -24 -10 •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 I 5. Inriltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Lass Total Sipple- - Slab Floor Effective percent Glass Mass U -value %Glass Percent East South .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 6 13 26 39 -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 11 -6 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) Effective percent Glass (percent glass x SC) Effective Sipple- - Slab Floor Effective percent Glass Mass Family %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 lB. Shading (Shade Closed) Sipple- - Slab Floor Effective percent Glass Mass Family Stories Mule Effective Stories Attached /CFA One Two %Glees North Emu South West Swot 18 . -14 -48 •69 -64 rM 16 -12 -42 39 -55 na 14 -10 35 -50 -46 na 12. -8 -29 -40 37 na 11. -7 -26 36 33 na . 10 A -23 31 -29 -74 9 -5 -20 -27 -25 35 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 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 5 7 9 9 10 4.0 0 2 3 4 3 . 0 4.5 3 7 8 10 9. Interior Thermal Mass Interior Sipple- - Slab Floor Raised Floor Mass Family Stories Mule Mass Stories Attached /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 2.0 -1 2 4 5 6. 7 2.5 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 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 i 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 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 Sipple- - Single - Sum of 14 ' Wali Family Famiy Mule 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 attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3" Other 6 5 4 3 2 2 Sum of 14 ' -_1 _ -25 or -24 to -14 to -4 to +6 to 16 or . SE HSPF less -15 .• -5 -+5 ' +15 more r 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 Effective SE or HSPF (SE or HSPF x ductof idency) .4 Effective -25 or -24 to -141 to +610 16 or SE HSPF less 45 -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 -1 1253 Return Lo DPWAGRICULTURAL' STATEMENT?OF'ACKNOWLEDCEMENT Y FOR RESIDENTIAL DEVELOPMENT Sec Lion 26-8.1 'of Lhe BuLLe County Code ' requires Lhis acknowledgement be recorded prior to issuance of a building permit: The property -described herein is adjacent ,90-017253 ``•_� . to land ' or included within an area zoned Rec, Fee "'5..00:'' for . a `r icul.tural ur oses and residents Recorded Tota 1 *�5`. 00.;� t; P P I .. • .. , .. of Lhis property may be subject to incon- Official Records . 1 .•.;t� art, : ; venienc.es or discomfort arising from the :.0 County of use of agricultural chemicals, including, ;f•.'•: + Butte. J, r r but not limited to herbicides, pesticides, Candace J'• and fertilizers; and from the pursuit Re corderubbs 1 of agricultural operations including,' 8.01 am- 30-'Apr-gp but not limited to cultivation, plowing, CD spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor.' Butte County has esLablished ;igr•icnl Lural zones which have as a priority use for productive. agricultural purposes, and rr`sideni.; within sa i.d zones and on adjacent property should be prepared to accept such or disconform from normal, necessary farm operations. All that. real -property situate in the County of Butte, State of California, dc`s(.rihed ;is follows: PARCEL 4, AS SHOWN ON THAT CERTAIN.PARCEL MAP., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF.BUTTE, STATE OF CALIFORNIA ON FEBRUARY 4, 1983, IN.BOOK 92 OF"MAPS, AT PAGE 29 Date: -//- / .1- go f PROPS TY OWNS© State of ) On this the 141day of _�P/'�/� 19 '990, n ) SS. the undersigned Notary Public, personally appeared County• of .6 ) NEAL B—DOUGLASS before me,• ® Personally known to me. E]Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) IS subscribed to the within instrument and acknowledged Lhat• executed the same for the purposes' therein contained. IN WITNI?SS WHEREOF, I hereunto set my hand and official - seal. ' OL -F, 3AL. SIAL A. STACK Present A.P. No ,NOTAR`; PU LIC-CALIFORNI • tary Pu rl i c Princt}xal isi n In (rgs E County 0 o Comb i� 1� eirosDEC ® �®� e 00006 END OF DOCUMENT ps � ✓ C� r�. _ l.. ,�. . � �_ ,. ps . + ., ,�. ,. i 5-00-05 'SL 12-02-04 4x511 B SL 12-02-04 2x411 4x8= 6x6= TC 11-03-00 11-03-00 �Q / ��C/,4,L7 ww#wwwwwww#�w*f • 2-PLY`.'TRUSS • CSI SIZE LUMBER FB TOP .56 2X 4 DFLN01 1750 BTM .81 2X 6 DFLNOI 1500 WBS .56 2X 4 HFSTAND 475 EXCEPTIONS: E-3 2X 4 HFCONST 825 LUMBER STRESS INCREASE: 25.0% LATERAL BRACING: fTOP CHORD - CONTINUOUS 157-�BTM=CHORD-gZi6TIN•UOUS--- TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PLF) TOP CHD 32.0 14.0 BTM CHD 168.0 136.0 TOTAL 200.0 150.0 350.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 3835 3- 8 C 3835 3- 8 LEFT RIGHT HEEL OIN'- 4SX DIN - 4SX MEMBER FORCES (LBS) - EACH PLY TOP CHORDS A -G - 3653 C G -B = 2523 C B-H = 2523 C H -C 3653 C BOTTOM CHORDS A -F = 3372 T' F -E = 3372 T E -D = 3372 T D -C 3372 T WEBS F -G = 833 T G -E = 1168 C E -B = 1824 T E -H = 1168 C D -H = 833 T DL+LL DEFL = .24' IN E -D LL DEFL = .14" < S/360 S/DL+LL DEFL=999 S/DEPTH= 4.8 PLATE$ ARE FOR EACH PLY PLATING CONFORMS TO TPI VERIFY PLATE VALUES WITH TRUSSTEEL UBC RR # 4542 GRIP BASED ON DPL LUMBER GRIPPING VALUES BASED ON GROSS AREA TEST METHOD. PLATES - 20 GAUGE H -T -I GRIPPING 432-295 PSI PER PAIR INCLUDES 25.0% INCREASE TENSION 987- 890 PLI PER PAIR SHEAR 824- 371 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 4.00 X 8.00 12.4 5.5 B 3006 4.00 X 5.00 3.0 2.0 C 2001 4.00 X 8.00 12.4 5.5 D 1202 6.00 X 6.00 3.0 4.0 E 1070 4.00 X 8.00 4.0 2.0 F 1001 2.00 X 4.00 CTR CTR G 1050 3.00 X 5.00 1.9 CTR H 1050 3.00 X 5.00 1.9 CTR HANGERS TO CARRY 60 .�_ LBS. Na 18 7 �;. UNLESS OTHERt�b'iSE NOTED Exp.63�93 RECOMMEND`SI!1PPSO"1rSTR-U.NG-TIE � - ►1�2 b CHECKED AUG 2 2 IM NOTES: 1. TRUSSES MANUFACTURED BY - DARROW/YARNELL WOOD PRODUC 2. CONFORMS TO TPI -85. 3. TIE-IN LOADS SHOWN WITHOUT DAMAGE TO TRUSS. 4. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 5. GIRDER CONDITION: TIE-IN TRUSSES ON BTM CHD WITH SPAN OF 23'- 0" 6. FASTEN EACH PLY TO THE NEXT WITH 10d NAILS AT L2 INCHES O.C. THRUOUT ALL CHORDS AND WEBS. FASTEN EACH BOTTOM CHD WITH t ROW(S) 10d NAILS AT INCHES O.C. INTO EACH CHORD OF EACH PLY. 7: STAGGER NAILS TO AVOID SPLITTING OF WOOD. 8. USE PROPERLY RATED HANGERS FOR LOADS FRAMING INTO GIRDER TRUSS. DATE: 6-28-90 VERSION: 31.0 petmtL * 640-96 +- 841- 90 •S 5L 12-05-08 4x4= B SL 12-05-08 T G12�1.5a4\\ 1.5x4// 15 F G 5-01-09 3x4= 3x4= A C Q E S1 D Q 3x4= 3x4= 3x4= -- --_ - - TCJ 24-00 BC CS1 SIZE LUMBER 1.15FB TOP .35 2X 4 DFLN01 2050 BTM .43 2X 4 DFLN01 2050 WBS .20 2X 4 HFSTAND 550 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: TOPORD = CONTINUOUS BTM CHARD, --CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 16.0 7.0 BTM CHD .0 5.0 TOTAL 16.0 12.0 28.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 627 3- 8 C 627 3- 8 LOAD `CASE #2 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD .0 7.0 BTM CHD 10.0 5.0 TOTAL 10.0 12.0 22.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 493 3- 8 C 493 3- 8 11-06-00 LEFT RIGHT HEEL DIN - 4SX DIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A -F = 1188 C F-8 _ 1034 C B -G 1034 C G -C 1188 C BOTTOM CHORDS A-E = 814 T E -S1 = 557 T S1 -D = 557 T D -C 814 T WEBS F -E = 245 C E -B 355 T B -D = 355 T D -G = 245 C DL+LL DEFL = .15" IN D -C LL DEFL = .09" ( S/360 S/DL+LL DEFL=999 S/DEPTH= 4.8 11-06-00 23-00-00 23-00-00 PLATING CONFORMS TO TPI VERIFY PLATE VALUES WITH TRUSSTEEL UBC RR # 4542 GRIP BASED ON DFL LUMBER GRIPPING VALUES BASED ON GROSS AREA TEST METHOD. PLATES - 20 GAUGE H -T -I GRIPPING 432-295 PSI PER PAIR INCLUDES 25.0% INCREASE TENSION 987- 890 PLI PER PAIR SHEAR 824- 371`PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X 4.00 5.9 3.1 B 3010 4.00 X 4.00 2.0 2.2 C 2001 3.00 X 4.00 5.9 3.1 D 1010 3.00 X 4.00 CTR CTR E 1010 3.00 X 4.00 CTR CTR F 1001 1.50 X 4.00 CTR CTR G 1001 1.50 X'4.00 CTR CTR S1 1200 3.00 X 4.00 CTR CTR 24-00 NOTES: 1. TRUSSES MANUFACTURED BY - DARROW/YARNELL WOOD PRODUC 2. CONFORMS TO TPI -85. DATE: 6-28-90 VERSION: 31.0 Q�pF ESSr� y ��N``�,& 18757 10 c+Y+•. CHECKED AUG 2 2 1990 9 p- �:l 0 z ro N oro 0 D:o 0 z 0 ro N I x CJI H N Ab O 0 G 0 m N:0 o- z 0 0 0 v) N 0 4x411 SL 12 -OS -08 B SL 12-05-08 I 12 3x41 3x42 5F- H J 5-01-09 D 5x5= 3x4= F 3x8 A G 1.5x411 C jgT 3x4% O 0 E J 2.5 Q 4x4= 12 TCJ 24-00 BC 4-03-08 CSI SIZE LUMBER 1.15FB TOP .53 2X 4 DFLN01 2050 BTM .41 2! 4 DFLN01 2050 WBS .55 .2X 4 HFSTAND 550 REPETITIVE MEMBER STRESS USED. LATERAL BRACING: STOP CHORD --CONTINUOUS' : BTM-CHORD-�-CONTINUOUS -�7:�_ TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 16.0 7.0 BTM CHD .0 5.0 TOTAL 16.0 12.0 28.0 SUPPORT CRITERIA" JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SR A 627 3- 8 C 627 3- 8 LOAD CASE #2 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD .0 . 7.0 BTM CHD 10.0 5.0 TOTAL 10.0 12.0 22.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 493 3- 8 C 493 3- 8 9-02-08 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A -H 1234 C H -B = 1300 C B -J = 1811 C J -C 2367 C BOTTOM CHORDS A-E = 942 T E -G = 1019 T G -D = 869 T D -F" - 1752 T F -C = 1752 T WEBS E -H = 279 C H -G = 114 C G -B = 220 T B -D = 990 T D -J = 521 C F -J - 139 T DL+LL DEFL = .27" IN B -J LL DEFL = .14" < S/360 S/DL+LL DEFL-999 S/DEPTH= 4.7 11-06-00 24-00 9-06-00 QZ7: PLATING CONFORMS TO TPI VERIFY PLATE VALUES WITH TRUSSTEEL UBC RR # 4542 GRIP BASED ON DFL LUMBER GRIPPING VALUES BASED ON GROSS AREA TEST METHOD. PLATES - 20 GAUGE H -T -I GRIPPING 432-295 PSI PER PAIR INCLUDES 25.0% INCREASE' TENSION 987- 890 PLI PER PAIR SHEAR 824- 371 PLI PER PAIR JT TYPE PLATE SIZE R Y A 2001 3.00 X 4.00 5.9 3.1 B 3015 4.00 X 4.00 2.2 2.5 C. 2101 3.00 X 8.00 10.7 2.8 D 6010 5.00 X 5.00 2.5 3.0 E 5001 4.00 X 4.00 CTR CTR F 1001 1.50 X 4.00 CTR CTR G 1010 3.00 X 4.00 CTR CTR H 1010 3.00 X 4.00 CTR CTR J 1050 3.00 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DARROW/YARNELL WOOD PRODUC 2. CONFORMS TO TPI -85. DATE: 6-28-90 VERSION: 31.0 CHECKED AUS 2 2" 199 N Ah O O C O tj7 x Ab x 00 O 9) = C4 40 imm w L--4 tzj N ,9 to C SL 12-02-04 E I�SL 12702-04 N z 0 K m ro 12 B 12 5 15 N t/! 5-00-O5 jt4 a 10 CA D:o o z 0 TC24-00 7-00-00 1 4-03-00 1 2-10-05 8-04-11 - 24-00 BC 14-01-05 8-04-11 CSI SIZE LUMBER 1.15FB TOP .42 2X 4 DFLN01 2050 BTM .31 2X 4 DFLN01 2050 WBS .11 2X 4 HFSTAND 550 REPETITIVE MEMBER'STRESS USED. LATERAL BRACING: STOP -CHORD== CONTINUOUS $TM CHORD,-"CONTINUOUS--=-� TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 25.0% LOADING LIVE -DEAD (PSF) TOP CHD 16.0 7.0 BTM CHD .0 -5.0 TOTAL 16.0 12.0 28.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 378 3- 8 C 378 3- 8 LOAD CASE #2 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD .0 7.0 BTM CHD 10.0 5.0 TOTAL '10.0 12.0 22.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LBS IN -SX A 297 3- 8 C 297 3- 8 LEFT ' RIGHT HEEL GIN - 4SX GIRD 3IN - 8SX MEMBER FORCES (LBS) TOP CHORDS A -B = 497 C B -C 495 C BOTTOM CHORDS A -D 360 T D -C = 360 T WEBS D -B = 203 T DL+LL DEFL = .26" IN B -C LL DEFL = .04" < S/360 S/DL+LL DEFL=649 S/DEPTH= 4.8 PLATING CONFORMS TO TPI VERIFY PLATE VALUES WITH TRUSSTEEL UBC RR # 4542 GRIP BASED ON DFL LUMBER GRIPPING VALUES BASED ON GROSS AREA TEST METHOD. PLATES - 20 GAUGE H -T -I GRIPPING 432-295 PSI PER PAIR INCLUDES 25.0% INCREASE TENSION 987- 890 PLI PER PAIR SHEAR 824- 371 PLI PER PAIR JT TYPE PLATE SIZE X Y A 2001 3.00 X:4.00 5.9 3.1 B C D 1001 1.50 X 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - DARROW/YARNELL WOOD PRODUC 2. CONFORMS TO TPI -85. DATE: 6-28-90 VERSION: 31.0 CHECKED AU6 2 2.1990 ro �x Ln N 0 to 3 cn r� x 4x4= SL 12-02-04 B SL 12-02-04 12 1.5x4\\ 1.5x4// 5 F- F G 5-oG-o5 3x4= 3x4= A C Q E S1 D Q 3x4= 3x4= 3x4= TC 1 24-00 BC CSI SIZE LUMBER 1.15FB TOP .34 2R 4 DFLN01 2050 BTM .42 2R 4 DFLN01 2050 WBS .19 2R 4 HFSTAND 550 REPETITIVE MEMBER STRESS USED. LATERAL -BRACING---_---!- -,; �TOP'CHOORD - CONTINUO- 1 BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #1 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSP) TOP CHD 16.0 ' 7.0 BTM CHD .0 5.0 TOTAL 16.0 12.0 28.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SR LBS IN -SR A 613 '3- 8 C 613 3- 8 LOAD CASE #2 LUMBER STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD .0 7.0 BTM CHD 10.0 5.0 TOTAL 10.0 12.0 22.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SR LBS IN -SR A 482 3- 8 C 482 3- 8 -LEFT RIGHT HEEL OIN - 4S8 DIN - 4SR MEMBER FORCES (LBS) TOP CHORDS A -F - 1161 C F -B - 1011 C B -G - 1011 C G -C = 1161 C BOTTOM CHORDS A-E 795 T E -S1 - 545 T S1 -D = 545 T D -C = 795 T WEBS F -E 239 C E -B = 347 T B -D 347 T D -G = 239 C DL+LL DEFL - .14" IN A-E LL DEFL = .09" ( S/360 S/DL+LL DEFL=999 S/DEPTH= 4.8 11-03-00 P 24-00 PLATING CONFORMS TO TPI VERIFY PLATE VALUES WITH TRUSSTEEL UBC RR # 4542 GRIP BASED ON DPL LUMBER GRIPPING VALUES BASED ON GROSS AREA TEST METHOD. PLATES - 20 GAUGE H -T -I GRIPPING 432-295 PSI PER PAIR INCLUDES 25.0% INCREASE TENSION 987- 890 PLI PER PAIR SHEAR' 824- 371 PLI PER PAIR JT TYPE PLATE SIZE R Y A 2001 3.00 R 4.00 5.9 3.1 B 3010 4.00 R 4.00 2.0 2.2 C 2001 3.00 R 4.00 5.9 3.1 D 1010 3.00 R 4.00 CTR CTR E .1010 3.00 x 4.00 CTR CTR F 1001 1.50 R 4.00 CTR CTR G 1001 1.50 R 4.00 CTR CTR S1 1200 3.00 R 4.00 CTR CTR NOTES: 1. TRUSSES MANUFACTURED SY - DARROW/YARNELL WOOD "'DOUG 2. CONFORMS TO TPI -85 - DATE: 6-28-90 VERSION: 31.0 t CHECKED, AUG 2 2 Wo i NOTES. Z-&' PERMIT NO. OAN • i RESIDENTIAL; 't 036-112s068'i�` '3 03-1987 r: FAIRBANKS, Hl LE &e LAU♦ KIM 4884 SEARCRESTTDRIVE, OROVILLE _ NEW PRI DET GARAGE/CARPORT ' c-01 r3je- SPECIAL CONDITIONS CHECKED k BY ` SRA FLOOD, CERTIFICATE REQ. - ' i "FIRE'SP.RINKLERS REQ. i SPECIAL INSPECTION ITEMS VERIFY F USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4, JOB FINALED (Date) Signature T 4, JOB FINALED (Date) Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J = OK, 0 = Not OK =No ApplicableMOBILE . = No' Ready 12. HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 00,q� 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Setbacks -Easements 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Pool Lighting; 15 Volts-GFI 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. 7. Well Clearance & Disconnect Gas; MH Test -Demand -Valve 8. Utility Clearance 5. Electricity; MH Test 6. Water; MH Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Exits 2. Footings; Size•Spacing-Marriage Line 10. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Card B-1 8. Gas and Electricity Tagged Card B-1 Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 12. Card B-1 Date Card B-1 Date Date 00,q� Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line 5. Elec.; Pool Lighting; 15 Volts-GFI 3. Blocking 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 IVJIS,CELLAN Date DECKV, CO RS, CARPORTS ,GARAGE ans) OK except #'s 11 ZonXg Requirements-Setbac s -Easements F otings; Soils-SizeTDepth-Spacing-Connectors-Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C rts; Windows -Doors Electric $..Fffng.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 0. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels � n i Date 00,q� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFf 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is f. have an you If completed. p y y questions pertaining to this matter, or need additional explanation, rt please contact this office immediately. Sy ' r .. .. W V yYc•�,. sA�j t� �r Fk • tsr r .. .. W V yYc•�,. sA�j COUNTY OFBUTTE BUILDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • OroWle, CA • (530) 538-7541 CORRECTION NOTICE (2 �[ R. t - i 7a' PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact t ' office immediately. REV 10/92 COUNTY OF BUTTE BUILDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7.County Center Drive - Oroville, CA - (530) 538-7541 ORRECTION NOTICE rA 44d 1<r OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleat contact this office immediately. Date � Inspector '" REV 10/92 J, 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 03. zi T (ReG.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-112-068 ZONING AP BUILDING PERMIT OWNER FAIRBANKS HILE & LAW !CIM ta&HONE 533-8519 SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 4884 SE_ACREST DR. OROVILLE CA 95966 CONTRACTOR'S NAME OVJLV lii\ TELEPHONE rnv CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 19,58. ARCHITECT OR ENGINEER LICENSE NO. Fila Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 207.00 Plan Checking Fee $ BUILDING ADDRESS 4384 SEACREST DR ORM111-1-F$ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PRIVATE DETACHED GARAGE & CARPORT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR IES' 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License aw or the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I 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 f I should become subject to the wor rs' compensation provisions of section 3700 of the Labor Code, I shall f withmply with those provisi s. ' Date �?i'D�� n'altue of App Icant - ❑Owner ❑Contractor ❑Agent An Opermit is required for excavat' s over 5'0" deep d demolition or construction of structures o r' i Receipt No. Man Service 200A TO L000A 46.00 NEW CONST. DWELLINGOCCUP. SO OR ADDNS. ( a ACC. BLDCS 3.50 Fr. 2Zgo NEW NONN•RCEOSDT MULTI.OUTLET @7,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL @':50 TU Ex. Occup. q—'E' -,6.oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 405 HA2 —" D I 00 C PAR -ES PD H ISSU This permit is hereby issued under of the Butte County Code and/or Indic ted above for which fees have y6%� PERMIT EXPIRES ON � the applicable provisions Resolutions to do work been paid. to 0� tl De WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t�T'�r K"•^.yrr�.;*r�►....:�r/�/�nr�[--►r�.o..•, •tSy,.yr..,-�•.,�ri'•„'f�'rf� '. ,.. 77777777 1W f COUNTY OF BUTTE -DEPARTMENT OF. DEVELOPMENT SERVICES -BUILDING DIVISION , 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �!y %00* SSEES O PARCEL NUMBERC�3� r' 1a - O 6� Proposed Building Use: Counter Technician:QOILDate: z 3 IItemms required in or&r to a ply for a permit. All boxes MUST be checked O marked NA in order to aply. d^a',�1.,.Plot plans�l�r 4 sets, signed�y the preparer of the plans. �L Complete p'Cans03r 4 sets, signed by the preparer of the plans. ❑ 33 Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. la'4. Engineered truss details and layouts in duplicate. No faxes! '❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or t foundation plans, all in duplicate. ,=�•. `(= ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. ; I Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ...........:.................... ❑ 9. Plot plan and business license approval from the City of Biggs .........:.:.:.::.::....:`. ❑ 10. Letter of intent for non-residential buildings........... f 1. Detached Accessory Building Form filled out by the owner ...........:.::.'. ❑ 12. Hazardous Material Form............................:............:....:............:...::............. ❑ 13. Other j Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ;I V 16. Sanitation and plot plan approval from the Environmental Health Department in 17 City of Chico Plumbing permit .......................... California Department of Forestry plan approval l paid Sent ❑ 19. Planning approval for A) Use: 0,(B)Parking: g (C) Parcel Check. ❑ 20. Contact Land Development about ElImprovements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for s ..... ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization ............................ :......... .............................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance..........................................................:.... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: - When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail; • ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ,❑:.phone, ❑ mail, El .counter; by . Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: • Date_ Note transfer by: Date: w. t Yellow: Buildine Division . -�''",e- �� O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed roperty ' rovement : YE NO 132. HAV�tr HAVE NOT signed an application for a buil ' permit for the proposed work. . I have ted with the following person (firm) to pr de the proposed construction: NAME: 4. I plan to provii-&-p ]bons of supervise, and provide =work, CTOR'S LICENSE NO. ut I have hired the following person to coordinate, or -work:, - ADDRESS: Z CITY: PHONE-,/"'7%'� CONTRAC R'S LICENSE NO. 5. I will provide some of the work but I have contracted ' ed the followingpersons t theork indicated: w p o provide NAME ADDRESS PHONE TYPE OF WORK SIGNED: _P OPERTYO R • i M1 9A 79�111 - n� 1 '116ATE: 3 (� This Owner -Builder. Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue thepermit OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own worm with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is •$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned rely, A Mc 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Site Address Assessor's Parcel Number: a 6-//2 -045 Zone: X -,e Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFOR�INIATION: 1. Is there a primary dwelling on the property? Yes ® No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No E] 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No Ej SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No El 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 0 3. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ Nogg) CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes,© No [3 11. Will this building be heated or cooled? Yes ❑ Nog] 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ NoEl 14. Will this building have a water heater? Yes ❑ No Rl 15. What type of floor.covering will the building have? 16. What type of wall covering will the building have? %/6 P ®,C' , C f f/f/f�¢,�T— OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. A Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop ❑ Home Occupancy Z ❑ Other — Use = t. Describe type o(work4wp Must be approved by the Butte County Planing Division. . Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the expl4nation. I . amf0T/�i /O 4),fz/ .c AW1,0 C s/c/,r/6 Ly//,L Ff Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Pr//intt' 4Lel Owner's Signature: /�iGy Date: 2 of 2 ® i Mitek Industries, Inc. ' .7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA M i Te k® FAX (916) 676 1909 TELEPHONE (916) 676 1900 ` Re: FAIRBANK , s The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based -on the parameters provided by Trojan Truss - Pages or sheets covered by this seal: R9493726 thru R9493726 - r My license renewal date for the state of California is June 30, 2005. ' f f June 26,2003 Anderson; Bob' The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995-Sec. 2. . �b Truss Truss Type - Qty Ply - - R9493726 FA RBANKT2 ; FINK 111 1 FAIRBANKS- MITCHELLS (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Thu Jun 26 08:07:55 2003 Page 1 -2.0-0 _ 6.4-0 2-0-0 6-4-0 12.0-o 17-6-0 5-8.0 5-8-0 4x4 = 4 24-0-0 } 26-0-0 f `6-4-0 2-0-0 Scale = 1:45.5 c� °f 1 0 �3.5 BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 5-2-1 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7 I9 d 2 X 4 DF Std -G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (lb/size) 2=918/0-3-8, 6=918/0-3-8 BRACING OF WEB MEMBERS,.WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 2=-160oad case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) Max Uplift 2=-277(load case 5), 6=-277(load case 5) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (Ib) - First Load Case Only TOP CHORD 3x4 — 6-7=39 BOT CHORD 5x5 - WEBS 3-9=-282, 4-9=466, 4-8=466, 5-8=-282 8-0-9 15.11-7 24-0-0 8-0-9 7-10.13 8-0-9 Plate Offsets MY): [8:0-2-8,0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES + GRIP TCLL 16.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.08 2-9 >999 MII20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.17 2-9 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 HorzITL) 0.04 6 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 5-2-1 oc purlins. BOT CHORD 2 X 4 OF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL REACTIONS (lb/size) 2=918/0-3-8, 6=918/0-3-8 BRACING OF WEB MEMBERS,.WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR Max Horz 2=-160oad case 3) ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) Max Uplift 2=-277(load case 5), 6=-277(load case 5) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39, 2-3=-1577, 3-4=-1395, 4-5=-1395, 5-6=-1577, 6-7=39 BOT CHORD 2-9 =1393, 8-9 = 946, 6-8 =1393 WEBS 3-9=-282, 4-9=466, 4-8=466, 5-8=-282 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of Individual - web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available Irom Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 'MiTek Industries, Inc. Qgp'FESS/p\ C 17180 �� * EXP. 06/30/05 * ST clm �P \�F CA1.1F��� ' June 26,2003 ' Symbols Numbering System ® General Safety Notes 'PLATE LOCATION.AND ORIENTATION.. Failure to Follow Could Cause Property • ' Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the - plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. cz cs3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Qat 0V �� iZbJ joint locations. O U = U 4. Unless otherwise noted, locate chord splices a_ O at '/< onel length + 6" from adjacent joint. P 9 (- 1 joint.) • For 4 x 2 orientation, locate O C8 c7 c6 r- BOTTOM CHORDS 5.- Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal-to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing-at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. k 11144 Ins engineer. M i Te k® MkI MM 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc.