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HomeMy WebLinkAbout068-030-129w 0 �8.-54=03-Ile — _- Har ley Chapman~} 800'off E/S Putnam Dr.m , Drive;•Oroville' contr:-.Richard Wood, O Permit #4 9-76B;P,E,Mfamily). 0 a 0 Ir r-,. Y' �i � �_ � � e � � �• Q � . 4059-76B,P,E,M PERMIT NO. i J .II S .g� PERMIT EXPIRES / % f OWNER Harley Chapman CONTR. Richard Wood, Oroville ,, D :¢ LOCATION (A.P. 3+-03-129 ) 800'off E/S of Putmam Dr., 1500'E.of Plumas Dr.,, 4 9 Oroville J o r tl E Temp. Power Pole Called PG&E Temp. Elea Serv. Called PG&E a �� j Temp. Gas Serv. Called PG&E / JOB FINALED (Date) •`r i'" (� (Signature) OL% —COUNTY OF BUTTE — DEPARTMENT.OF PUBLIC WORKS G. BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Masonry Walls PLUMBING Setback 6 Firewall Soil Piping FIRE SPRINKLEF Forms Parapets 1st Floor Final Main Bldg. estroom Finish 2nd Floor Heating Footings - - % Windows - S "7 3rd Floor Ducts StemwaI I Siding -r---- To out - / Slab Roof Sheathing Piers Z_ 7-7,1 Roofing Sewer �--- Garage Fdn. Vents Fixtures` Footings Stemwall - Garage Vents _ Insulation Water Htr. Heaters Slab Carport Footin s Prov. for physically handica ed Conformance of ex. structure Appliances Gas Pi in & Test �----- Tem . Gas '�— Slab Final Sanitation I Patio FIREPLACE Final -1 - 7i Footings Footing Z/ Masonry Walls Throat ` Reinf. Steel Final _.L Bond Beam FIRE SPRINKLEF Framing - 1J- -7 fr Test . 'Stucco Final Mesh � 2-3 -76 MECHANICAL Scratch Heating I Brown -/0- 7(- Cooling Flnlsh -02Ls Ducts Interior Ventilation Door Closer Final r ATE —REMARKS OR CORRECTIONS_ . C, 44 PkffT-E x4vP ELECTRICAL Rou h /J % Flxtures Motors Water Htr.t/ c �� Subpanels Grd. Fault Prot. c_ Service Temp. Pole Underground Permanent Final --/ -- (NOTE: An entry must be made on this form each time you visit the job site.) I Fiber Glass Insulation BUILDERS INSULATION STATEMENT BLOWN INSULATION Pall k` &-r -24 4? %"• /uI Manufacturer's minimum thickness to provide the level of insulation resistance (R) Values as shown: ” R Values are determined in accordance with ASTM C-687 and C-236. Conforms to Federal Specification HHI-1030A. This insulation has been installed in conformance with the above recom- mendations to provide a value of R using bags of insula-, tion to cover square feet of area. - Insulation Contractor (Sign) Builder (Sign) Company Name BATTS AND BLANKET R INSULATION R INSULATION VALUE THICKNESS VALUE THICKNESS R-22 61/2" R-13 35/a" R-19 6" R-11 31/2" Company Name Date i Meets Federal Specification HHI-521E Fiber glass batts or rolls have been installed in accordance with the manufacturer's recommendation to provide an R -Value of 1'9' in the ceiling, It in the exterior walls, in the floor or crawl space perimeter. Inoation Contractor (Sign) Builder (Sign) Company Name CSG -32-11-C Company Name ate _ .CERTAIN -TEED PRODUCTS CORPORATION... P.O.. BOX 860„FORGE, _ PA. 19482 _ -� CERTAIMHO d il,y COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive t. .O'roville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X Date //'/O_ $ignoture of Pergiiitee orAAgent Receipt No. /cz/ v ,� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date — 74 ' 7 C wilding permit expires Date BUILDING Owner � � �fj� � � SQ. FT. OCC. BUILDING VALUATION � D � Mailing Address Telephone No. " v p Fy (k Fireplace j Contractor b j�d Total Valuation Mailing Address 192b -1' Permit Fee Plan Checking Fee &/or Penalty V-1 T phone o. Permit Fee $ $ 01 Building A(OrLfss� ' �'�Q ° " �f' a/= PLUMBING No. @ FEE PERMIT FILING FEE $3.00 .,OD (� J A%/4A4 bt Each Trap 1.50 .2,. Dom) fd t, ' Repair drainage or vent piping 1.50 Water piping 1.50 r Each gas water heater or vent 1.50 _ 2 A. P. No.`l V Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees /rj W.C. Sa tion FireDep,. Fire Zone Use Permit Building sewer 5.00 EQA Parking arcel 'ITaP Declarational M 60R/W Im rovementsPlans Lawn sprinkler system 2.00 Bldg. Plans Rec'd Gt/L Par el Approval Plan Approval Permit Fee $ $ NEW � ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 (� Main service 100 AMP OR00V OR L LESS5.00 Main service EA. ADD'L too AMP 2.50 SinSingle Family Du lex Mobil Home 9 Y P ❑ ❑ Others ❑ Main service OVER 600V too AMP OR LESS 25.00 Main service// EA. ADD•L too AMP 1.00 NEW CONST.OR ADDNS. l ACCLBL GS P ) 2¢sgft NEW CONSTR. (MULTI -OUTLET NON•RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & NON.RESID. (SINGLE OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: p Ex. Occup(OUTLETS OR FIXTURES) 50 BAL21 FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 6$ .S WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 71,11 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 ap Heating loo 6-r �� Qj Cooling j o Ai ,� eD Ventilation Hood / 2.00 ILoO Permit Fee iQ $ $b S 1 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 TOTAL PERMIT FEE cJ 4 authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X Date //'/O_ $ignoture of Pergiiitee orAAgent Receipt No. /cz/ v ,� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date — 74 ' 7 C wilding permit expires Date ^ JL 50-1 UNIFORNIBUILDING CODE STANDARD NO. 30-1 of:Building Officials See Sections' aad 30.06, Uniform Building Cocle .8005: -Sec. .10.101. TIlis Standard provides methods for Application ofadhenud and (b) Stone Units 10 Inches Maximum in Thickness]. Stone. veneer. Units llot� anchored veneer where designs are not, provided. 'exce 'din 10 in as in thickness ma tly, to structural maso n.-' try, concrete or to studs:. i �6e, 30.102. Veneer applied in accordance with this,9ttindard shall be I imit- 1. With concrete or masonry. backing. AIhchor ties shall be not less than,No.r, Ion 1 ed as to size, area, height, length and locati in acc r�ance with Chapter 30 12 gailge galvanized wire or, approved, equal formed,iis an expo sed eye andl� u e. i of the Uniform B ilding Cad not less thnn:V21,inch beyond the face of the backing. The legs of tbe� ldxtcpdin� th bent tit right angles and laid ini See. 30.103. One of thefollowing application methods may.be'used. !the inasonry mortar joint and spaced so that the eyes or loops arel 2 ihche�i n cent' ns. Ther shall be pro-dded not less thad, 1. A paste of neat portland cement shall be brushed on the backing and the a No. � 12 gauge galvanized wim tie or approved equal threaded, through, the, back.of the veneer unit. Type S mortarthen shall be applied to the backing and the Veneer Ui4it. Suflicient mortar shall be used to createa slightexcess tQ be r ed loops for.every 2,5quare feet of stone veneer.. This tie shall be a lool. expos gth so bent that it Nvill fie in the ston4, having legs not less than 15 inches in lenj rc ut the edges of the units. Tile units shall be tapped into place so as, to fo ed cl ;the 'i r, � v enter mortar joint. The. last 1 inches of each wire leg shall have a right angi 'completely fill the space between the Units and backing. The resulting. bend. One inch cifeement grout sh e placed between the backing and ths all b thickness of mortar in back clf the units shall be not less than inch nor more stone veneer. than .11/4 inches. I 1 11 oVe rL I 2. Units of tile, masonry, stone or terra'cotta, not inch in thickness b 2 -inch by 2 -inch No.' 16 gauge Ovai -iized wiro 2. With stud acking. A 1 �hall be applied directly te wi�h'fvvcl layers,of waterproof paper backing s I civare inches in ck id ofeach unit mesh reeded to true up any deviations from plane,, These. g I 'I mosaic units of tile not over 2 inches by 2 inches by % itich it! size may ' -inch.long galvanized steel wire furring nails at 4 inches 0,,- , be attached with 2. 1 1 ter I rninimum M -inch penetration into each stud and witf� bcadhered by means of porthiiid cellient. Backing may be of masoilty, concrete -a providing t top and bottom plates. Th(' 8 -penny common hails at 8 inches onL Center in cl pr portland cement platter on metallath. Metal lath �hnil be fasteried to the supports in accordance with the requirements of Chapter 41 of the Uniform I galvanized wire, mesh may be attached to steel studs with. equivalent wire tie.$;, I'There be,not, less than a,N0. 12 gauge galvanized wire or approved, eqva',, Building Code. Type S mortar shall be appi led to the backlog as a setting bed. The setting bed shall be a mi.nirrium (if �A inch thick anda maxiolum of 3/4 inch shall I looped thro y 2 square fee, of stone veneer. This tie shot ugl the mesh for ever length that it Will lij! thick,. A pste of neat portland temient or half portland cement and half gra(led be op having legs hot less than 15: inches in so�bent I a 10 sAlld shall,be applied tothe back of the exterior veneer units rind I thesetting provide coniplot bettaild the veneer pressed and -tapped into place to e driver- in the stone veneet mortar joint The last 2 inches of eacill, wire leg shall have a H6,11( angle bend. One -i cl,'!, age bet�Veeli the mortar bed and veneer Unit. A Portland cement grout shall be k, I inimum thickness of cement grout shall Lbe placed' between the bac ing ant one (q) SlnI) Type Units (17 Inches mamminn ih Thickncss]� For veneer units 01, rble, travertine,granite or other stone Units of slab form, ties shall enga -re istant metal dowels'located in the middlit third o',, direcO)l to structural masonry, concrete, orstuds in and of the following man - hers, the edge of the units spaced a maximum of 18 inches apart around thd perlph , all nol cry of ea&,unit with pot lesi than four ties per vcheer Unit Units sh. g I lon-resistant and if made of sheet metal, shall, 1. Anchorti6s.,shall be corrosi I , I ve by I inch or if of.wire, shall be a minimu lave a minimum size of No. 22 gaug a Millimum xceed 20 square feet in area. If the dowels are not tight fitting,'the holes may be.drillIed not more thar 11 Of No. 9 gauge. Anchor tlOs shall be spaced so as to support n squarefect of wall area but not more than 24 inches on center horizontally Ili '/to inch largerin,diameter than the dowel with �he hole, pontersunk.to a c imetce of the dowel Ili order to provide 1terand depth equal to twice the dia 'sinic zone No. 5, anchor� ties shall be provided'to horizontal join! reitil'b cc!. Nei tight -fitting m nt mortar at the dowel locati:0 w ic a ortar ill flic, key of cc e , Coll tilltious with butt splice s between lies permitted. t;; When aprl'.,-d.over stud construction, tile studs shall lie spaced'a rilaximUni etal capilble of resisting in ten, All venter ties. shall be corrosion, -resistant m I slon or compression a.force equal to two' times the weight of of 16 hielics uii centers and approved paper shall first lie applied overt k11 Shpathing or wiries belween studs except as otherwise Provided ill Sedtiaa 1707, ven r ea If made of sheet me -.ill be not'smaller in area than '/16 the" Uniform Building Code, and� mortat shall be slushed into thel. inich space �by, I inch or if made of wirq, not smaller in diameter Than No. 9 gauge %virej between fading and paper. k may be maintained between 'It! alternate, all air spaccof tit least I inch I (d) Te amic Units. Tied terra cotta or ceramic veneer uni 'shall be not less than 11/4 -Inchesin thickness with projecting dovet. welis 00" 11 -r in which case temporary spot bedding may be used the backing and:the vence away front the ties to align the veneor. Spot beddin n th t� ties shall be of thebacksurface spaced approxiniatc,ly 8 Inches on centers. The facino sball bei 'tied, to thebacking wall with noncorrosive met �T Cly surrounding .I ga, re wire installed at the top of. each piece in horizon'tat bedJoints not le-;., thil inches or more than -18 inches on centers; thereAkhrirs shall be secllrer�- P 2, Veneer may be applied with I incli minimum grouted backing space which 6 relpf'orced by not less than 2 -inch by 2 -inch No.,16 gnoge galvanized I I)- - fc. I t0'Vt-Inch �,nlyanlzcd penoill,rods � 1111ch pass thir6ligh"the vort, alaligned 11001. the backing walli Theyetwee tir�s shall have sufficlent strength t(A ire inesh placed over waterproof paper backing and anchored dirred tly to stud anchors in The support the full weight of the veneer in tension, fading shall be set w4l:! I �not less than a 2 -inch space fi6m �the backing wall -1 1 1 1 e thestild spacing, shall not exceed 16 mch6s on center. The galvanNed wit T Illesh shall be anchored to'wood studs by galvanized steel wire, furring nails at lidly with Portland cement grout and prn gravel. Immedla tely prior insetting', 0 bacMing wall and tile facing shall, tie drenched with clean, water and s w, 4 inches oil cehtercir by barbed galvanized nails at 6 itichesoP center itha I 1A hich minimum penetention; The, Viinized wire mesh May be t C ed to It d ea steel studs by equivalent wire ties. Jf t9hils, method. is applied over soil sh thing, 01c'mesh must be furred forembedment in grout, The Wire me sh mi ist lie gr6,I)t rill shill C t ace intim, tely around the mesh and 1 veneer facing.