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069-380-021
W. E Bowles 41- 38-Zl 116BOWLES, W. R. 5o06B BOWL 3910P Permit #6017-77B(reroofiSF) . -L---, 3025 -Quincy Rd.,- Oroville 3025 Oro Quincy Rd., Oroville At+874E----4, contr: Don George Roofing, Berry Creek 069-380-021 '3016-91B CONTR: Harold Majors, 13 Hastie Way, Orovi i (convert porch to living) BOWLES, Pat CONTR: Don George 91, Wally B Ln, ,Oroville '14p, !,. . 9 (reroof/sf) 069-38-"211,,, 00-177r4;;! BROWER,kALPH 069-380-021 05-3051 91- WALLY BL-N�OROVILLE I ;STRATTON,'JEFF_ REY . CONT- B. STRANG ELECTRIC 91 W B \AANE, O1f.Oy11(LE . . . , R -- ALLY 1. 1. REIJOCATE 200 AMP ELEC SERV Cont:OWNER 069-38-0-021 7.'00--1825 DECK BkowtR; RALPH, `1,-C 91 WALLY 8, OROVILLE,. 'C;NTP: BETTER LBUILDERS ! ADDITION1&-REMODEL SF" - 069 -38-0-021 0,"',i,A,-,00,1749 BROWEk, RALPH-,,` 91 WALLY1.13 LANE, -ORO VILLE CONTR: ELKINS BEATING & AIRS- HVAC REPLXd:700-'1825- 06-1774,-%1--i r,069-380-021 .'03-2893 STRATTON, JEFF 91 WALLY B LN,, OROVILLE Cont: WAIBEU, HVAC 601 - "t 069-380-021 - , 574 - ---7' - A .;J 04-3 74 STRATTON,'JUFtR . 91. WALLY B LN OR VILLE CONT: OWI�ER',';' NSF/GAIiAGE/2I3D1iAD-D/ETC.. ic wf 67 PERMIT P-kNEWAL-, �15 BP # 0 3-577 Ll Date: BP Eipires r 3 ' NOTES ' `'` fi � a ; i` RESIDENTIAL 069-380-U21 PERMIT NO. _. _..04-3574- - ,,- STRATTON JEFFk:RY �� 91 WALLYD _ I I, y' ' R, OROVILLE �. CONT: O"r.,j ���a,. 1 a NSF/ GARAG G/2BDRADD/ cm-rew ETC... +C3 L�+� � o� ' :� PERMIT RENEWAL: `r's BP # 0 q —',3,5 7 Llr Date: _ BP Expires: / vt 05 t,lo7 96A -Dy Fol 9 "wRy F RG L-mLL si4&&rlebC j l sic C-, AA44,1E . '''' � • `` SPECIAL CONDITIONS' i CHECKED BY SRA FLOOD CERTIFICATE REQ. ± +' FIRE SPRINKLERS REQ. 4 `+ LSPECIAL INSPECTION ITEMS Tri' 1` VERIFY 1 '* USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER • ki Ck I Q, 61 Voc(� vIC. 12-11 OL 1 C �jFoRe7 ,e-&-uy,e;Lo cx� i OFFICE COPY i` Address I. ' GAS "Meter By Date ELECTRIC Meter By. Date r . `7 '''JOB'FINALED Date Signature K Y� J=OK. 0 = Not OK Not . Not Read yabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 12. 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 -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel - 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmq.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining ' 4. Elec.; Receptacles and Lighting, Distance-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 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 !r J = no' No � 0 = Nt OK 0Appli P RESIDENTIAL - = No able D e UNDERFLOOR (Plans) OK except #'s n _ 2. Ftg, Main; Soils -5467. GM6. / /" Ft _Depth Care; Soils-Steef'Elec. d.-/ /" Ftg. Dept 4. Ftg„-Porches & Decks; Soils -Steel-/ /" Ftq. Depth 6$IFiQld Downs and Special Anchors (Single & Duplex) 8. Piers -Fire lace Ft .-Steel .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. 15. Y r -Sills-Anchor Bolts-Joists-Vents-Crippies es lVentilation 16nsulation Card B-1 OL-Ao S. Date Card B-1 Date .Qf Gerd !T Card B-1 at Card B- Date Card B-1 Date PLUMBING (Permit) OK except #'s LIZo19a. er Htr; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection 2! V; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Ooe-Gas Pipe; Sixe & Anchors - 23. Fire Sprinkler; Test • Date S-« 'OS Card B-1 OL-Ao S. Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s QAI'fixture & Transformer Clearance -Ins. Protection 25-fMc. Receptacles Spacing -Lights & Switches at Doors 26,BTe Boxes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 89!Z'Appliance Circuits in Kitchen & Conductor Size GFI 1g,-5115ifeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ / a Cu or Al 31rRehge Circle/ /ga Cu or AI -Oven Circ. / D /gOlorAl Insulated Neutral 046s- O No 32-SMNice-Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. 3 Clothes Closet Light -Shower Light -Spa Light' moke Detector Date - r1- QS Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s A. ucts Insulation & Support "f Ve an, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet c Access & Platform if Furnace in Attic Dat - (7-(l - Q CS Card B-1 Date Card B-1 Dateg -1 -CL!�- Card B-1 (Aak Date Card B-1 Date FRAMING (Permit) OK except #'s i s Proper Materials & Anchors 4L-WalrStuds-Nailing Spacing & Braces -Plates -Sound L1.19earing Walls over Girders & Floor Nailing L4000drafit Stop in Walls (rat proof) rr t ps, Furred Ceilings -Stairs -Chasers -Tubs 46 aders & Beams -Size & Bearing Date FRAMING (Continued) 4_7-<5nqqLs-Post Caps -Anchors -Connectors ing. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. FirepLa.Qe Ties or Type A Flue -Fireplace Throat Clearance mess; Size & Romex Protection -Draft Stop -Ins. Baffles dr Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing -RC Channel 53. ,Property Line Firewall & Openings 5A-Chct-Doors-One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Y t5e-R7wood on Roof Overhang -Attic Vents -Rafter Outriggers ,S? -Nailing Veneer - ' 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Wal 63. Infiltration -Walls -Windows Date R _1 �-pS Card B-1 i0 eSio S • Date Card B-1 Date Cardk1 Date Card B-1 Date FINAI.Xklansl OK except #'s Vents -clearance -Comb, Air -Connector - e: Above Floor-Ducts-Mech. Protection (ORM&F.1. & Bath Fixtures & Tub AccesU-%p4'•Z I 0-1 ff e •Cl fW Elec. Trim & Suboanel. Breaker Sizes (ZQJ*Stairs & Rails 711-. Fireplace or Stove, Clearance -Hearth 72. c. Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance . Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure A,R. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i rage; Above Floor-Mech. Protection DK; Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection W. dation-Foam-Looked in Attic Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainaqe & Wood -Earth Clearance Looked under Floor ❑ Yes Cl Yes O Disconnect, Electrical -Plumbing 8T- Vent Above Roof, Plb -Appliance-Fireplace-Clearance to Openings 87. Vter Well, Disco ect, Electrical, Plumbing /Altxterior Elec `G.F.I. Receptacle -Underground 89!Ve ation Throughout House ss Protection 9 Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93 ter & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 95. Address Posted IL A 96. Fire Sprinkler Date Card B-1 JZ ` j -' Date r O Card B - Date 7 ` Card B-1' Date Card B-1 Date - Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA e (530) 538-7541 CORRECTION NOTICE + r a, OWNER PERMIT NO�..14 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need -additional explanation, please contact the Building Inspector as indicated below. WA < 'L6e V-4GQ v` t7 - A E Date 3,,o, r inspector REV 4/05 Phone # 'S FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE a 1l35:71 OWNER PERMIT NO M A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 0 Date t c / / Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �- 1—+x_ 0�-3 spy OWNER LI�vG ��S �1�q„eGt %(T „il� 1�n PERMIT NO. .mss A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional i explanation, please contact the Building Inspector as indicateO below. �/ ` V Date Inspector REV 4/05 W Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891_=.2834 ;.. • . ...,.COUNTY OF BUTTE'' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE RFs OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at i. the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explana n, please contact the Building Inspector as indicated below. l Y /. `c A� y6..r Date r ' f?y Inspector C/7" REV 4/05 a Phone # S 7 3 FOR RE -INSPECTION CALL-: 538-7636 OR 891-2834 G ' _ � „ .. - .ti _... �-•"*.' ,r- ry = "v`...rti!'-=.'T+•'Vti.r�..�:'+�.7rw.fv-+r.�..1'w"""+"�`�."` r[� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 ^� CORRECTION NOTICE O NE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ��- P 9 exp anation, please contact the Building Inspector as indicated below. '4 x') IE "' r. � t >.•, , Inspector r,.4- S REV 4/05 Phone # :;. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DVSON DEPARTMENT OF DEVELOPMENT SERVICES 7County Center Drive 9 Orom@, CA -(53)538-7541 : CORRECTION NOTICE \/ 71 - OWNER . PERMIT NO. � Aroutine inspection indicates that the following violations ¥ Butte County odes_ &. @ m �h above address and A_m be corrected. m#@ an erre-inspection m_ correction of _4 is completed. If you have any questions p&w9 to this _»R« seed additional explanation, please contact the Building Inspecte asindicated &l_ Date Inspector � � (�wK I : REV 4oz5 magi# 7a FOR RE -INSPECTION CALL 538!-7636 OR891-2834 � . � . : \ƒ . � Date Inspector � � (�wK I : REV 4oz5 magi# 7a FOR RE -INSPECTION CALL 538!-7636 OR891-2834 LOERKE INSULATION CO., INC. HOAXATKM CERT WMTE q I c,JAut-y 3 LN p,aov, L�t-E ow Dw OF Il WALlAT + I. ROOF Tbk*nm (buttes) Thm wd Rhe (R40m) 2. CEILM Bait cr Johns Mwmle LMM Fin Type Sind No= Jd m mwwft tads aft sq. • 615 �. N can 7m*wss L 5.35 101 I'M itv tpw squwsNdtDsTh n W Roddmm (R Vdn) —; 38' 3 EXTERIOR WALL soft ��_ 6.5 / 3.'5 4. RAISED FLOOR S. SLAB FLOOR / PERiMkTER Ttdckrom Pier MR tddmrt Et00 B. FOUNDATION WALL Ned Wearer Mw NkmmMo Tfwmd e q / 213 ! Therms! Res{alom (R-VdeL— Band Neane (des) ThWMM Raddwm (R -Vance) DECLARATION r 1j: _ - r* s,, -�-.--rte,—. ,,,r'!"�''r'�s�j •: JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 August 16, 2005 2360 BALDWIN AVE. OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 Philo Hunt, P.E. Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 RE: Stratton Residence Remodel, APN 069-380-021, Permit No. 04-3574 Dear Philo: This letter is submitted to verify that I was present and observed the installation of epoxy glued all -thread into existing footing for required holdowns. Thank you for your consideration. Sincerely, Jim P sell, P.E. e c� C 60924 /z/ mss a cavil �9 �.y C Al�� t : 1'".'200:3 Ili: 70 707 8B4 5726 N?IMESOURCK �)ppt ENGINE:SREE) WOOO S.Y&TEWS Certificate of Conformance Certificate 052662 THIS IS TO CERTIFY that the glued laminated timber products identified with a col!ective mark of Engineered Wood Systems (EWS) were manufact-ired in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wcod Products — Structural Glued Larn;nated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were prodi,,ced in a manufacturing facility subject to regular audits in accordance with the Enginserwi Wood Systo;ns (EWS) Quality Assurance Program. Routine audits include inspection of the m,<_,nufactu.-ing process and evaluation of the in -plant QA program with aceyuate sampliiig to verify c;onfomiance to industry standards for lumber grade and glueline bond quality. ,.QttuaIa�a W 0 0, �4* Q s rn0 m ` u rW yr SHIN G% �o�`'• 41111% by 4 WWI Thomas G. Williamson Executive Vice President ENGWEE.RED WOOD 5 Y'STEMS is a elaw ;onora:ion of AFI, - THE ENGINEERED 14-00 AS30C:Ar:ON 7f%1 lSauin 191h Streat • P.O. Bcx 11700 - Tacoms. WA 96411.0700 Teleohons: (2531 ;95.6600 • Fsx r;urntw. (253) 535.7265 =u ,•r iu.,�:,.r.�.t iU7 654 5726 I'N111tiSUURCF. — - j001 4 -9r,79191 • AND&A-2 Certificate of Conformance Certificate 052662 THi S IS TO CER-I-IFv that the glued laminated timber products identlied with a col:ective hark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicab e stardares art(-,' :Esscciateo 3pecltications indicated below: ANSI Standard A190.1.1992, For Wood Products -- Structural Glued Larn:nated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Deiarmining Design Stresses AI"'C 117-93 — Manufacturing — Standard Specincations For Structural Glued Laminated Timber Of Softwood Species IS HER CERTIFIED that the APA EWS trademarked structural glued ',arronated firnuer memoers welre p!,.)d:\ ed in a manufacturing faciiiiy subject to regular audits in accordance with tl�G Engineerv,.i Wc'od Systnins (EWS) Quality Assurance Program. Routine audits inc!ude inspection of the ^i-.��iactu ir•.y process and evaluation of the in -plant OA program with aceq':iate.sampliny tc ver.fv -or,;om,ance to industry standards for lumber grade and glueline bond quallty. W 0 aQ�o�Io rn 10 rya go IN G, O,,`• E'NGWEENEO'*000 S ✓S'EmS.s a eia:ee vrxva:ron of APs _ ;;4E ENGINEERED "VOO. S.i00,A':0n' } ?: 1SOUln 191h Sire -3( • P.C. Box '1700 • T.acom; WA 96411.00{) r'e•eonong' (253- '95•E800 • F3.c Twmoe, ;252) 515•'7265 A R t by Thumas G. Will'arnsc:l Executive 1,'ice PresiCent E'NGWEENEO'*000 S ✓S'EmS.s a eia:ee vrxva:ron of APs _ ;;4E ENGINEERED "VOO. S.i00,A':0n' } ?: 1SOUln 191h Sire -3( • P.C. Box '1700 • T.acom; WA 96411.00{) r'e•eonong' (253- '95•E800 • F3.c Twmoe, ;252) 515•'7265 A R t JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 3B 1 21 July 10, 2006 2360 BALDWIN AVE. OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 Butte County'Build:rg Dept. 7 County Center Drive Oroville, CA 95965 RE: Stratton Residence Remodel, APN 069-380-021, Permit No. 04-3574 Dear Sirs: This letter is submitted to verify that as the engineer of record for the above referenced project, I consider the horizontal rebar in the block foundation wall under the master bedroom addition sufficient as placed. Although not in complete conformance with the approved plan, the rebar placed ti,;ll provide ade;uate reiiforcr eut: Thank you for your consideration. S_in. _rely; Jim Pursell, P.E. .✓.+oi.N,_VirfT-7'<74�"•T.f�3a_.I�l M�i1,'w ilxs'y"r��•��iFiY �T���!`'i� r..' y.�i+1 t..ic ... �. .s ..ai•.. :c...R+�e}n.�y�/em�r.^'f��.T'.•T'��"'�iIIJe,.t�er-:stir—•w-+-tirf�Tri r ; 069,~38`0 021 2749. t f' iM BRO 91WALLY B LANE OROUII L*� �Sa` CONTRs ELKINS HEATING &AIR+ ` • '` 17,74 tit t HVAC REPLACE: °00 1825 00VY r v A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER .. ZONING BUILDING PERMIT OWNER TELEPHOONEE�+� SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS `NAME CONTRACTOR'S TELEPHONE CONTRACTORS MAILING ADDRESS 11 50111,- ; 1 .-+ `, 7 -, CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF q:{ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Tra 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 e� New ❑ Addition ❑ Remodel ❑ Ufilities ❑'° Installation ❑ Other ❑ Describe Work: t C .+�`-''-�- •�'+ 2L:1"9023 CC ---=7711 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2D.A". RLESS 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 I JM �rce and effect. `/ License Class Lic. No. %'2 /' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, army 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. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed R the permit is for work of a valuation of one hundred dollars ($100) or less.) Q 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ` C. — X Date d � Signal'ujr of Applicant - ❑ Owner IMContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei ht. s- n Main Service 200A TO 1000A 46.00 NEW CONST. DWELIJNGOCCUP. sO OR ADONS. & ACC. S.3.50FT. NOr}qOIp, MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE R FOMrLE Ex. Occup. ounET OR FocruREs 2O®'•0° ES BAL @ .SO Ex. Occup. o�tEt�rs R p,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 Heatin • -1 Coolin Hood 6.50 Ventilation PERMIT FEIE $ J�• Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 31.rJ MAZ.D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby Issued under the Butte County Code and/or in indicated above for which fees have (� ,• =� i (� ;, • �� By l / / J . ' PERMIT EXPIRES ON the applicable provisions tto do work beenbeen paid. Date �✓ G Te Receipt No. •i'-fi4n WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 112/96) APPLICATION AND PERMIT 7--r ASSESSOR PARCEL NUMBER 069-380-021 ZONING AR1 BUILDING PERMIT OWNER RALPH BROWER TELEPHONE 990-0040 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 91 WALLY BE OROVILLE 95966 CONTRACTOR'S NAME ELKINS HEATING AND AIR589-1711 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X 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 OX Installation ❑ Other ❑ Describe Work: HVAC REPLACE RE:00-1825 00-1774 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�o.OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i r e and effect. ��� �n License Class Lic. No. YJ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +conA 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. a ACC, sLDS. s0 3.5¢FT; NON-RESD. MULTI -OUTLET 97,50 PO . APPARArus a sINGI, GurLET CSI R. Ex. Occup. OUTLET OR fURES DR BAIL I.50 Ex. Occup. MD IS D.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 35.00 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.) IS 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. rf X — Date T0� Sig tur of Applicant - ❑ Owner & Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionj� of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC Corsi. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP I FLOOD I CDF I PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. _ AA y ate / (/ PERMIT EXPIRES ON Te Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 1 P iRRMIT NO.' (Rev. APPLICATION AND PERMIT - 440- e�`-1-�- A..a.OAawedw.erR �� gQ (� =O"NO BUILDING PERMIT Owren SO. SO. FT. OCC. BUILDING VALUATION OWMM's IWJNO ADORE•f eoMRACTOR i win ` , / 5 � n// `- /L/!d/( /,H/ T1681gNE 7/ cONACTORMALWO ADDSS TR7 RE CONSTRUcno"LEWER - Fireplace LENOO s MAlu+o ADDRESS Total Valuation = ARCHITECT OR EMWAR LICENSE NO. Filing Fee E 20.00 Permit Fee S ARC TECT OR 0401NEERe MAura ADDRESS Plan Checking Fee S BULO'1OAD0PJES er- Energy Plan Checking Fee b S PERMIT FEE _ LOT NO. °u°°"'a10N8N PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tre 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe Work. I V (/ Gas piping system 1 - 5 outlets 15.00 Building sower 15.00 Mobile Home S I G I W 020.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service po�Ao°RR�S. 23.00 *PERMIT FEE PAID $ c%J SRA $ SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED *RECEIPT NUMBER * TO BE PUT INTO COMPUTER rvice 200A TO 1000A 46.00 T. OWEIt•q OCCUP. 3.50FT• i ACC. BIDS. MULTFOVTUET @7.50 8AWN CIRCUITS POWER APPARATUS a S•IOIE OUTLET C0. U OVTLET OR FDmJR.00 rEx.Occup.FS Bw 0 ,•SO U . oMIS 61D.OEA 5.00 n Service 23.00 ome Facilities 20.00 irin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating �— Cooling Hood 6.50 Ventilation PERMIT FEI: S O Mobile Home Installation Fee $ Energy Inspection Fee b occ CONST. TYPE TOTAL FEE $ �✓ Q HAZ °. FEES I IMP I RDOD I COF PARCEL I PD I HD J ISSUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON r• f NOTES &UZl cs % — r� 76a 4 9 2 ! 1 t t r 1 v `� 'RESIDENTIAL .069-38-07021 00-1825 PERMIT NO. _ :BROWER,;!RALPH- - t 91 WALLY B, OROVILLE CONTR: BETTER BUILDERS ADDITION & REMODEL SF I SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ky CHECKED BY V= OK 0 = Not OK - = Not Applicable MOBILE HOMES-' = Not Ready: Date MOBILE HOME UTILITIES (Plans) OK except #'s 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"H./ PLPG Footings; Size -Spacing -Marriage Line 7. Well Clearance 8 Disconnect Gas; MH Test -Demand -Valve -Connector 8. Utility Clearance Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 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 -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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-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 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date 14aderfloor (Plans) OK except #'s Zoning -Setbacks- Easements- Floo - I Main; Soils -Ela. Grn g. t 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 ers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, G; 11. Water 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 -t &W Date Card B-1 Date r Card B-1 Date Card B-1 Date r 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. -27. Equip. Grev"d-madv up w/Meth Fasteners -Bond Gas & Water pp lance Mr_cluiM in Kitchen & Conductor Size GFI 29. Oftfued ¢e / ga. Cu or AI-A.C. Wire Size / / pa Cu or Al 3 a_Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes Q No nductors & Ground Main Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound Ue-Bearing Walls over Girders & Floor Nailing �(a9. Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs /4�eaders & Beams -Size & Bearing (Single & Duplex) Date s Panels-Motors-Mech. Equip. 14e®Nangers-Post Caps -Anchors -Connectors J.aClojlhes Closet Light -Shower Light -Spa Light Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. - Smoke Detector Fireplace Ties or Type A Flue -Fireplace Throat Clearance _ G .139. Date �� Card B-1 Date Card B-1 Date 7 Card B-1 Date Card B-1 Date _MECHANICAL (Permit) OK except #'s petty -bine Firewall & Openings 5. A.C. Ducts Insulation & Support Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 36"Exhaust above insulation Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ondensate Drain & Overflow, Size & Grade on Roof Overhang -Attic Vents -Ratter Outriggers Za_X-vrrWce-Vent Access -Comb. Air -Return Air Vent 115 outlet ding -Nailing Veneer tS2 is 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 Sits Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound Ue-Bearing Walls over Girders & Floor Nailing �(a9. Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs /4�eaders & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) 14e®Nangers-Post Caps -Anchors -Connectors Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. - �, 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance _ G .139. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. re rotection Framing petty -bine Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection J5,1,.Plywood on Roof Overhang -Attic Vents -Ratter Outriggers ding -Nailing Veneer ed -Fd. Vents-Underflr. Access tj� ing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels _.*ww- 61. Insulati - a eilings,L,5�* ,I/�jm 62. Infiltration- all --Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ,5�xt. Steps -Door & Sidelight Protection -Landings • 6 oke Detector urnace Vents -clearance -Comb, Air -Connector - Above Floor -Ducts -Meth. Protection Broom Exiting F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels � 69--Wairs & Rails 791learance-Hearth Elec. Outlets at Wood Panel, Int. & Ext. nce; Ground -Air Gap -Cooking Clearance _ �3�f1EL OIIfIBTS $t Receptacles at Kit. Counter g -Landing -Closure 75. Oamper 7 ce-Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection & Mech. Equip. Listed for Location ;Q Fie^ Qecaatartee in r arage (F.F.I.)-Romex Protection 0,.�Iation- Foam- Looked in Attic t§ and Rails & Deck Construction -Post Caps �8. VBents & Crawl Hole Door Drainage & Wood -Earth /! -� Clearance Looked under Floor ��A f N4 e. 82. Following Insild./Drivq�tYes'� No/Walks J Yes- -/Planters :1Yes 83. Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing (BS Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er ect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Lag -Ventilation Throughout House Log-israiss Protection 90. Co tions fro revious Inspections 91. Gas Te eters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval etfgpEnergy Compliance Certificate -Other Certificates address Posted 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: ILI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT�Io. (Rev.12 96) P ` '` APPLICATION AND PERMIT S -=- `j ASSESSOR PARCEL NUMBER q.. 069--380-'021* ZONIN ARI BUILDING PERMIT `OWNER ;.-%LPH BROWLR TELEPHONE 990-0040 SO. FT. OCC. BUILDING VALUATION t 404 21,816.001 MOWNEWS MAILING ADDRESS 91 WALLY B OROVILLE 95966 650 C 8,502.00 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE RETRUS HOUS IRE RER00� EL 5 000 00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 5.3I8+00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 323.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 210.28 BUILDING ADDRESS SAME Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 576.78 LOT NO. SUBDNISIOWSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition gl Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REWDEL An RMUSS HOUSEt ADDIT04 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SG W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions. Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ID I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code -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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) 10, 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. -' X 1, Date �� " Si nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structurs over 3 stories in height. P Main Service TG 46.00 200ALICENSED NEW CONST, DWEWNO OCCUCUP. SO WEE OR ( a ACC. BUDS. 3.5¢FT; 111.45, CNS. NEW a°Es,oT. MULTI.OUTLErCITS @7,50 APPARATUS a SINGLE OUTLET OIR. 20 ''0° Ex. Occup.OUTLET OR FIXTURES s„L @ .� Ex. Occu . GFS rs Arlo °E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 1, PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ �, + opcT. k3 TYPE TOTAL FEE $ , 654.23 HAz. o. FEES IMP I FLOOD CDFfARCEL Po +}ID ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 1,7,_1661 By r✓ f t�'!% 'Date �-�! 661 PERMIT EXPIRES ON gra Receipt No. dv '04 JJ4 11"A 4 r •`•- WHITE-D.D.S.-B.O. CANARY -ASSESSOR f I PINK -INSPECTOR GOLDENROD -APPLICANT LOERKE INSULATION CO:; INC. 4• INSULATION CERTIFICATE 91 Wally B Lane Oroville ' Numffe--r-a—n-d Street- City County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) r Brand Name Thermal Resistance (R -Value 2. CEILING Batt or Blanket Type_FibergJ.ass-Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Fiberglass -Brand Name Johns Manville - Contractor/s min. installed weight/ft sq. .313 fib, Minimum Thickness 8.75° inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R19 3. EXTERIOR WALL Material _Eiherglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name —JQhos Manville Thermal Resistance (R -Value) R13 Brand Name ille Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) x Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#49915.07-40 LOERKE INSULATION CO., INC. Item #s g ture, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcontractor_ (Co. Name Or General Contractor (Co. Name) Or Owner• Installing Subcontractor (Co. ) ame) Or General Contractor Co. Name Or Owner '""'.A LANCE OF FEES SHEET DATE: ! ? PERMIT ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES:' $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific _ $ WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTHER $ '" RECEIPT NUMBER(S) 1 v ,. ,� • - J .. 1 v 1 ,� _ � is � •� � J �,r t Butte County Department of Development Services .U61, N O T E S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 www.buttecounty rietidds RESIDENTIAL / APN: Permit No. Owner. 069-380-021 OS -3051 STRATTON, JEFFREY Site Addr; 91 WALLY B LANE, OROVILLE { Contractor. Cont: OWNER { DECK t Type of Pei, - 4 1 SPECIAt CONDITIONS CHECKED BY Q SRA Q FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMIT CONDITIONS Q SUB -STANDARD HOUSING LETTER Q ENCROACHMENT PERMIT 0 REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE ED r 2 DATE JOB FINALED: 2-5 -G .t SIGNATURE: = OK = Not OK MANUFACTURED HOMES MISCELLANEOUS' i DATE PERMANENT FOUNDATION SOFT -SET DATE IDEC OVERS*CARPORTS *GARAGES 1 Zoning -Setbacks -Easements kjo ng -Setbacks -Easements ' 2 Soils; Special MH Support Sketch Vgs; Soils -Sz-DpthSpacing -Cnnctrs-Steel 3 Sewer; Loctn-Test; Fall/C/O-Concrete 3 Decks, GirderslJoists-Dcking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 4 Wood Awn; Posts -Beams -Rftrs -Cnnctrs -S hthg 6 Yard Gas; Loctn-Test-Wrap Nat Q or LP" Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Blckng; Sz-Spacing-Marriage Line M. 6 Carports; Wndws>Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs is 8 Frmg; Sills-Anchrs-Stucis -Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr t' 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -C/O to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers o,2 ��• ®�ij s` �, DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 014 �41 o�, ��� 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed " 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Encis rs-pniboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test <' 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide o ` 01e 0�. � ops Pool Drawing r ti M' 'r U' _ _ . = OK 0 = Nol RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel -Blockouts -Wrapped 57 Test Tub & Shwr, 2nd fir - Tub•Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test °90 0 1i Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Cirnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn _ 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sn & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cirnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass P rtctn-S kyLts-Plas tic 81 Pimb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters D Yes D No 87 Stucco Brown -Finish o'. e� °'0 'j, AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Cirnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clrncans Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntitn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GF1 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz 93 ❑ CU or DAL 98 Address Posted AC Wire Sz 93 ❑CUorDAL 99 Fire Sprinkler 48 Range Circ , D CU or DAL Oven Circ ga CCU or D AL Insulated Neutral ❑ Yes D No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053051- PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 12/05/2005 APN: 069-380-021-000 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. Site Address: 91 WALLY B LN ORO License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of ihe'Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): gyp_ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prdfessions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 PPam xe p't under Article 3 of the u Ines " Professions Code Date: l '�P 0i Owner: WORKERS' COMPENSATI N DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy U- 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith,pl with those provisions. Date: �l S O / Applicant: TV WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Map Index: Description: ADD OPEN DECK(192) Owner: STRATTON JEFFREY C & JACOBS-STRATTON AMY K 91 WALLY B LN OROVILLE, CA 95966-5632 (530) 589-2568 Applicant: STRATTON JEFFREY C & JACOBS-STRATTON AMY K 91 WALLY B LN OROVILLE, CA 95966-5632 (530) 589-2568 Contractor: License #: Architect: Engineer: Total Square Ft: 192 S.F. Valuation: $1,920.00 Census Code: This oermitis heredv issue PERMIT :r the applicable provisions of the Butte County Code and/or above for which fees have been paid. C Date: ' J ' G� ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code isnot applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the my authoriz agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of iy ficial form qoqjment of Butte County. I hereby authorize representatives Butte County to enter upon the above mentioned property for inspection purposes. Print Name: ` t Signature: Date: �:r s I 0 f r kowner ❑ Contractor ❑ Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Name wvu, r-a�.i� irst Name Address l•Sttaatr-A- City orwll "'j State Zip Zip i57 6 Phone Fax FaxS�cl 2$6 E-mail Lic. # APPLICANT NAME CONTRACTOR Name wvu, r-a�.i� Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name Ot✓Ylc�i Address City State Zip Phone Fax E-mail APPLI ANT SIGNATURE X 14 l j :-::2 For office ise only: Zoning Proppity/{ddres� 1( Flood Zone Cross Street 011'vt w SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. `5305 BIN # LOCATION AP#C _3� 0 -62 1 Proppity/{ddres� 1( Cites Cross Street 011'vt w WO KER'S•COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS II K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: a ` k 161A Deck Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATIONS-- , Applicatinne_f. -- -' ted will expire one ?IJgv ;new action on an O :luo0 ns and fee will be g'1'IIAO_9O 16 A.TdJalf ; tli0 �, "Is iZ0-OS�-690 y the person who IKO£_y0 P1 Lor to the expiration of the H ___ w.,, no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. , - ,A, /1 '^ t /\ Received by:k6 Amount: LtJ�,� Bldg CC SRA Receipt #:110513 Sheriff SMIP Date: I — y V.W Other Y 600°O Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential New, Remodels, Additions, and Accessory Structures: �i I. 3Dite Plans, signed by the preparer. NO GRAPH PAPER! On u St GPr n'c 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR .3 Sets Engineered plans (if required) with wet. signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 i .. ... � ., t••� �;; j�T.3'�...-yY,,.,�i ice';••{�5=^\ Tse+ +tM;i�':. .?i 'c�'�: yv«v._ w �.. ,�, . • yi'" 3 ! Jh+ $3's r�..: �� - ., i_r i l." a S'-,�:` 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: +V4+00 ASSESSOR PARCEL NUMBER 00- 3 Dc• 021 Proposed Building Use: Open Dtt.K Permit Technician: � .6 • ' Date: Itejns required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. . v:w 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. '�rSr( 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form L7� 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other t ftgaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) =N 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ of 21. Site plan and business license approval from the City of Biggs .............................. ,► _❑/ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. V CM3. Planning approval for (A) User (B) Parking: __.- (C) Parcel Check:...... a4 gym✓ l 'Irw ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑// 29. Worker's Compensation Carrier and Policy Number .......................................... 1Ca'�1 30. Owner -Builder Verification (_Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......:.................................................. El34. Deed Restriction.......................................................................................... El 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone MQ) 519 -9-5662 OWV1W and hold for pickup. I have been informlo of the above items and requirements for obtaining a building permit Applicant: V / 11 f- l OS Date: / ( 1. Index permit application f o the above items numbered: Plan Check Letter 2. Additional items re fired Contractor, designe owner as advised of the above data by p on , ❑ mail, ❑ counter, by KB. Date: - Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Date: Date: 5 Yellow: Building Division K/Building/Plan Check/Data Sheetsidata sheet page 2 9.27.05 q-,lk _ 7:; E.H.USE ONLY Plot Plan Attached Floor Plan Attached Sent to BD/DS / TO:. Building Division — Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: ?(` Clearance for dwelling. Other Water Supply: Public_Private Well A r_ n. T--/ - i Hold final for: Final clearance O.K. for: NOTE: Environme%ftal� Ith Specialist Building Clearance W n/ --/e> l r Date SF053o51 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds :lL"L►m. PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ q lJ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning A.P. # C(q-nO- 021 DATE 11— 14-05' RECEIPT # DAT�RE YC/��iVD 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # (1,/$200.00 (paid at Building Division) C / 8. SMIP%0o I "I DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan the king process. ,� C APPLICANT DATE (Y Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Depart.m' ent. C n tt n i v j. Michael Crump, Director. of Public Works o f B u t-�t e LAND DEVELOPMENT DNISION Storm Water Management Program 7 County Center Drive' Oroville, CA'95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge . Elimination System (NPDES) Phase e11 Construction Storm Water Permit and Storm Water tion Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE Project Description: Project Location andlor Parcel Number: By sighing below, I, the project owner/owner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board., _ I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Boaid for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: •r--- .0 1 q,-(aS Butte Count yDepaf&ner7tof-Developrzlel2tsel�nces 7 County Center Drive •' ° Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile cOUN�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other. regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for* disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. . Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: _2ZIXA Building site address: APN 0b Tf —aro62 Permit No.: 6 S3 05 1 [ have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. ' Please complete and return this information at your earliest opportunity to avoid unnecessary. delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the n)ajor labor and material for construction of this proposed property improvement: YES[ c/ ] NO[ ]. 2. I HAVE [ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide .. the work indicated: y NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: UIMI-to NOTE: 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 the' permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ; BUILDING `GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. 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 work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contractor 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Department of Development Services Building Division 7 County Center Drive . Oroville, CA 95965 (530)539-7541 (530) 538-2140 FAX. GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23 -II -B-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12' from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) TYPICAL PIER FOOTING ' Min. 4 x 4 post 4" Max. V Intermediate rails !Max. 36" Min. spacing shall prevent the passage of a 4" diameter sphere. v Top of 3/4" cleararfce Top of SIDE VIEW 4' Max. Joist to the edge of Deck ' he wood Min. 2x pressure treated ledger -- member joist Min. 2 — 3/8" x' lag bolts or screws. Min. 2 - 1/2" dia. thru bolts required TYPICAL LEDGER GUARDRAIL j� An approved post If the deck/porch is 30" Pier posts greater / cap connection or greater above the than 3 feet in height Girder or connect girder finish grade a guardrail is need to be diagonally and post with required. braced between posts 112" plywd gussett Post and 3 - 16d nails top & bottom 4 - 16d nails or Pli an approved UNTY post base connection A, DI o- I'V SSION NV If using precast piers, 12" x 12" Footing 8" Min. embedment wet set precast pier into concrete footing TYPICAL PIER FOOTING Department of Development.Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX• HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23 -II -B-1. Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max and treads 11" min. The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed 3/8" (UBC 1003.3.3.3.3) Stair stringers shall be anchored to primary structure. Toenails subject to withdraw are not acceptable anchors (2320.13). 4' Max. 36" Min. Top of 4, M Top of peck 1y .Joist V77771. Anchor stair stringers to the primary structure with an approved joist hanger and screws, lags, M.B. Pier posts greater than 3 feet in height need to be diagonally braced between posts. 4 - 16d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing. .n 3-1(2 1.1fa• 3-12 - Max to •Mai 1 -12 MirL 2.1(2 Intermediate rails 4' Max. spacing shall prevent 1.12• the passage of a 4 3-12 - Max diameter sphere. 1-1r4• to 2-12• 4" Max. HANDRAILS 1-12' Min. Handrail height 34"-38" 41'- s"Min. r-� Not Acceptable 9'Min • Girder 6' M ax Post An approved post cap conneQt (t� TC connect girder &post wit 2" Y d C gussett & 3 - 16d nails t 3-2Wl'� 6" Min. Stringers r 1 i-------- 12 x-12 footing 8" Min. embedment ---- —.•..--I IP - 4 x 4 post min. Min. clear width at stairs shall be 36" Min. 2 - 1/2" dia. thru bolts required )V Min. 2x pressure treated sill plate Attach stringer to sill plate with angle clip Handrail 1997 UBC.xIs s APPROVED Butte County ��� Environmental Health -- wet\S'9 5661 hNtcn Y at a o n. -Pu c2 w o 4 a I =&Ao J �, A- s x�w 9 Z LL a fLwIM LU cJ IXYW F. V . 1 I ;ai- LH913fii 11tl2iQt`ltiifi f ?CD ;< o` .ti£ / •. Alomd• '-Qx pti V Z LL � • per. � Li x a�NC m ., •t cr W � � Ns 40 a.eID�E 4� 16Co $c x � d aw• w '1 S c.1 •9 o o 4. CW - W 3 OQ x A o 1 c t BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHI(;O) BP043574 OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS 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 Issued Date: 03/15/2005 APN: 069-380-021-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 91 WALLY B LN ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: addition (1795), gar (842) Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: STRATTON JEFFREY C & to its issuance, also requires the applicant for such permit to file a JACOBS-STRATTON AMY K signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 91 WALLY B LN 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95966-5632 applicant to a civil penalty of not more than five hundred dollars ($500).): y 1, as owner of the property, or my employees with wages as their (/ sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: STRATTON JEFFREY C & such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for JACOBS-STRATTON AMY K sale. If however, the building or improvements are sold within one 91 WALLY B LN year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of # sale:). 95966-5632 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State Licen a aw.). Contractor: ❑ 1 am Ex mpt under Article 3 Code Date: Owner: fItBusirProfessions WORKERS' COMPE SATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: PURSELL, FRANK JAMES Carrier: Policy #: otal Square Ft: 3278 S.F. 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 Valuation: $143,293.00 become subject to the workers' compensation laws of California, Census Code: ' and agree that if 1 should become subject to the workers' -- compensation provisions of Section 3700 of the Labor Code, I shall forthwith co ply ith those provisions. 3 ( teAlpf Date: Applicant: WARNING: Faiiu a to secure workers' compensation coverage is �j� unlawful, and shall subject an employer to criminal penalties and one �✓t (X1 r hundred thousand dollars ($100,000), in addition to the cost of compensation, damages s provided for in Section 3706 of the Labor 's fees. code, interest, and attorney's oLbZO /i(/I �l>! y� o CONSTRUCTION LENDING AGENCY This p i ereb ssued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the is 3097 Civ.) Resolu ions tdr ork�indicdve for.Which fees have been paid. performance of the work for which this permit issued (Sec Date: BY: Date: Name: % PERMIT EXPIR Address: "aie ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the my auth rued agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of ny • fficial fo o document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Print Name: s�f Signature: Date: 111 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 13. G. bUllainq vermis ui-7b-U4 pq i �q v�BUTTE COUNTYBUTTE COUNTY oTTFo DEPART ENT OF DEVELOPMENT SERVICES p 0 o BUILDING PERMIT APPLICATION °1 �I. oyq o O AND SUBMITTAL REQUIREMENTS O O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0= _�_'=�' O OFFICE #: (530) 538-7541 C y A FEE WILL BE REQUIRED AT TIME OF APPLICA TION 00 N ` Website: www.buttecounty.neUdds "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER Last Name IJV)irst 1 NJme Address W C C LaYL.Q_ City O r_4 V, State C -A Zip qSg Phone 2 J aS G a, -SSI Fax 54-vYLA E-mail r 5 i bo 1L(� P oma. �vw� ARCHITECT/ENGINEER CONTRACTOR Name Address A11C 10� . Address City City Stat State Zip Phone Fax Fax E-mail State icense Numb r SOS Lic. # Class ARCHITECT/ENGINEER Name i I Pjy�ll CcJ Address Address A11C 10� . a � r5 City Phone Stat Z'p 955 Phone 533 2 0 Subdivision Name Map Fax E-mail Lot # State icense Numb r SOS APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPIOIqANT Pei For offr a use Aly: Zoning Prop rtX Addtess / P t �j Gc Flood Zone Crossreet D .61/Y_ §W SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # LOCATION AN Prop rtX Addtess / P t �j Gc City I O OVI Crossreet D .61/Y_ §W Sheriff SMIP WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address D c 'ption or Scope of Work NSP Cr- qs- rr: � � H � roe►, a %t ��»► a���� Sq. Footage 1, 73 6 ❑ Structure Built without Pe s ❑ Proposed Change of Occupanc (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 RCv /-L/-V4 Received by: Amount: 22 16 - Bldg 2 -OV SRA R ceipt #: c3l Sheriff SMIP Date: Z0 6 Other G2 l I Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 RCv /-L/-V4 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. " ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PE1RMIT APPLICATION DATA SHEET ,( OWNER: S (�/ ASSESSOR PARCEL NUMBER e) / / ®^ ® � Proposed Building Use: ��t`�/8� (7 �!�`� Counter Technician: Date: y Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate.- No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. 6.Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ivil ❑ 9. Metal bldgs: (A) Metal fBldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner Cl 14. H zardous Material Form I' Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑,, iO� 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ -A;- 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: (,)9:�(B)Parking: (C) Parcel Check: \ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... -�� 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement.............. .................... ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been inf rmed of the alio a items and requirements for obtaining a building permit. Applicant: Date: r> 1. Index permit applAat!'o r' e above items numbered: Plan Check Lette t, 2. Additional items rAuired Contractor, designer owner as advised of the above data by phone, ❑ mail, ❑ counter, by Date: 3 Contractor, designer, owner was advised of the abovedata by ❑ phone, ❑ mail, ❑ co e , by Date: Plans reviewed by: Date: Plans approved by: Date : Structural reviewed by: Date: I Structural approved by: Date: 2 O Note transfer b • D y. ate. Yellow: Building Division E.H. USE ONLY Piot Plan Attached Floor Plan Attsehad751) Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �T2t97-ro4.3 7/ G[, 19. fes► 0& 9-.3J0 - G L / caner L cation AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public 0'*" Private Well Clearance for r dwelling. Other oZ A w-arrrn ',4.6461i!o^J Hold final for: Final clearance O.K. for: NOTE: / 5 CQ Z Environmental Health Sp alist date 8/96 ����� L�L7 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USEAdAn Y r 1. BUILDING PERMIT FEES --- Balance Due ..................... $ i--- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. #.b .r r DATE d RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) t�_7. SRA FIRE INSPECTION AND PLAN CHEC E aid at Building Division) a0 --y- q 8. WATER TENDER FEES BATTALION # I $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during th rCck ocess. APPLICANT DATE 1 p js Pursuant to Government Code Seco n 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10. above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) PLAN REVISION/RETURN Owner's Name:Q BP#: Date: Contact Person & Phone Number: Received By: Time: PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Insppec^tor's Name: Requested b Plan's Examiner —Plan Examiner's Name: � Y ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick=up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: . ❑ Minimum $54.99 Receipt #: Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 691 (One form per Building) School District j��OV I LLQ Building Department No. O `T' — 3 tg- `i' a? � A.P. Number Q 4, 3 bOJurisd! orfi, City County Property Owner S -r A � A � ti LIQ ' Q1 Property Location/Address Q( �/ Y A L - L I�/ lam% 6 Or' --O v I L— L t Subdivision Lot No. ..............................................................:..................................... . Residential Development Q Q Q Sq. Footage S No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Con era on Permit # `(No foundation inspection) ..................... _.... Deed Restricted Sq. Footage �. ,:, ._ --Us-'e--'F -• x ` ' :� :`IAtfach`a=signed copy'of'Dead Restriction'arid Notice of Limited Use Facility document) " -Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) -7 0 5 Date District Identification No. School District certifies that l J3e-1 ,j (Street. Address) (Applicant) (Phone Number) bier 1. (e_ C --A— !) S q � (. (City) (State) (Zip Code) . - has complied with the requirements of Resolution No. representing Ischool i S square feet. B 0 by payment of $ 2926 w $ FULL MmGATION - $ Date Peid by Check # Remarks: O tpq 3 go - C7 Notice: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with Gowmmsnt Code Section 66020(a), within 90 days from the date fees aro paid. Failure to sub* a timely written protest wlll'prohibit you from challenging the Imposition of the fees In any court action. . N, subsequent to the School District RepreseMatiw signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is beteg rrA wod under the Califomla Environmental Quality Act (CEQAh this project may be subject to additional school fees to fully m itigato.its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/03)dmm OR R IR, WE . -; RI ;JFi=GA ION y'QY:} !, w"^.es iL'.:'3rY :�.: Y.iS', ds.."fiu t...R?iFx+•,Y•.. �. ....f. .. r1. Y.r /.i� v.��'J='�t•'Zj Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to prov'ajor labor and material for construction of this proposed property improvement: YE ] NO[ ]. 2. I HAVE [N HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: 11 bwo NOTE: 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 the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION `BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 thanyourself, 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 work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Micyael C. VieirJ C.B.O. Malfager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. O�QPgTMENT O� o��TTF0 Department. of Public Works C o 10 o u n t y o f B u t t e 0 C J. Michael Crump, Director LAND DEVELOPMENT DIVISION \� CD �y / Storm Water Management Program V N 7 County Center Drive Oroville, CA 95965 �<<C WpR (530) 538-7266 (FAX) 538-7171 A National Pollutant Discharge Elimination System (NPDES) Phase , ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE1 Project Description: �� zyt—% 5� 17�� �Dt-V� c Project Location and/or Parcel Number: q ( u/� (5 06�-3Ea^oma( By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and. that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: / Title: / c Date: LLQ 6 `� Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 SITE PLAN REVIEW APPLICATION Date: I/I3 d AP# Permit Number (if applicable) - I Parcel Size: / �(61 a oteS Owners Name: nn v t WL -11 ("IF � Owners Address: 7l ! (/9 D g�9�6 Telephone No.:/ Situs Address: Proposed Use: Residential New Single Family Residential Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel 11 ❑ Commercial Remodel ❑ Industrial Remodel ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date / OS Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan(See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and -requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: 4 • Flood Panel No.:7CLtS�a SL Index Date: � p - ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali ornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance ---- —--- —-------- ---------------- --------------- --------- ------------ ------------ ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 2 — t Applicable Building Setbacks: Front Zoning Code o� 0 Streets & Highways Fire Prevention Subdivision Map Side /Q , Side Street Rear �O r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Stand9rds for Deed � Creation:❑ No El Yes s �/ Comments: AXI Ai D f n . , Z11/1 "I /�9 D /I t YAn M Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: 16� Map Date of Recording: Lot: Book:_ ❑ Use Permit/Minor Use Permit Permit Number: POW, / /' / 1/ Date of Approval: Page: ZCZ1 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa is Page 4 of 5 0 n Summary of Specific Requirements: i This information provided in this summary is based on the application information and on the best available data at the time of review. C:ALarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 Q COUNTY OF BUTTE 'DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Ce'Ater Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 5 ;; ASSESSOR PARCEL NUMBER 069-380-021 ZONING BUILDING PE IT OWNER STRATTON JEFF 589-2568 I TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 91 WALLY B LN OROVILLE CA 95965 CONTRACTOR'S NAME WAIBEL 533-8128 TELEPHONE CONTRACTORS MAILING ADDRESS 1650 FEATHER RIVER BLVD OROVILLE CA 95965 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 91 WALLY B LANE OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNGIONS 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: HVAC 5 TON Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main Service 20..OR LE.S 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license.1s in full force and effect. License Class C� I Lic. No. �]`� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. SO .50SO 3.5QFT; NEW CONS . MULTI.OUTLET NON•RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu . OUTLET OR FIXTURES SAL @':50 Ex. Occup. of TT tis PFIXL.1D,oEn 5.00 S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 25.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' mpensatio insur a carriernd policy number are: Carrier V Policy Number (The above sections need nob omplete if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith 0 ly with those provisions. p X Date ��'� ure o App icant - ❑ Owner contractor ❑ AgentAn OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating zuxu- Cooling 25.00 Hood 6.50 Ventilation PERMIT FEE $ 65,00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 90.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or Pinqicated)bove for which fees have MI E IRES ON the applicable provisions Resolutions to do work been paid.Signa - DatReceiptNo. 1 `�1 oil Date WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • COUNTY OF BUTTS - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PER IT O. (Rev.12/96) APPL.ICATIONAND 91tl9 I I l ASSESSOR PARCEL NUMBER /S'1 �? //`` /` ZONING BUILDING PERMIT OWNER t I_ _ V ``f HONE SQ. FT. I OCC. BUILDING VALUATION CO' ji -M�N� D SS CONSTR cnON LENDER PERMIT FEE LENDER'S MAILING ADDRESS Filin Fee ARCHITECT OR ENGINEER 20.00 LICENSE NO. ARCWTECT OR ENGINEERS MAILING ADDRESS Main Service BUILDINGADDRESS I _ ,—, t o 1 n LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other sPEc�T TYPE OF WORK New ❑ Addition ❑ RemodE3Utilities 13 installation Other E3Describe Work: k � Q / QTA i .PERMIT FEE PAID SRA SHERIFF OTHER 90 AMOUNT RECEIVED $ n This permit is hereby issued under the applicable provisions "1 of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DATE RECEIVED By Date ��� PERMIT EXPIRES ON RECEIPT # BIB Total Valuation $ PERMIT FEE $ Filin Fee $ 20.00 Permit Fee $ Main Service Plan CheckingFee $ NEW CONST. Energy Plan Checking Fee $ OR ADONS. a ACC. BLDS. $ NTw CO ( PERMIT FEE $ Hood PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.001 Mobile Home S G W 1 1 @20.001 EX. OCCU . OVI'LET OR FUTURES PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2;Ow oa � 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. o SO 3.50s1.1 OR ADONS. a ACC. BLDS. Heating NTw CO ( _MULTI.OUTLET 1 07.50 EX. OCCU . OVI'LET OR FUTURES BAL Q .50 Ex. Occup.U ',g,,6Es ,0eA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 IMP FLOOD CDF PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE S 01 Mobile Home Installation Fee $ C.. In -firm Gco I c:c-� ��T• TYPE TOTAL FEE $ � HAZ D. FEES IMP FLOOD CDF p CEL PD HD ISSUE MICHAEL MOONEY 1' CIVIL ENGINEER RCE 20647 Job Number 00-08-98 Page 112 Job Name Ralph Brower Date 8-02-2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 8 psf. Floor Plywood 3.0 40 psf. Joist 2.0 Gyp bd. 2.5 .8 psf Lateral loads Wind P=CcCggI where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C,,IW/1.4R C,, 0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.3 5 Lateral bearing = 250 psf/ft. q = 14.5 psf @ 75 mph I=1 i h 2 l .=k e. V&V) KT Qom. �. 9Z `g ASA 19.1 �sf— D Mkm ,� , � tyc�uvo � (F c.fCL OA171-(0<« tilt M Lr 16i. r_� 4 tip Alte- w�.�-�*) �s 1 -4"Lu , �t` A. ® I P vz ,o."O,Ooo".o S PSf ''��e� � � � �Z-+- 3 �z� �-��� =- C cam, ��e� L>�s To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description Scope : Job # Date: 2:11 PM, 1 AUG 00 RC2 Rev. 5103W Page 1 U. KWOM576.Vc5.1.3.224i 1M.V"2 Timber Column Design (c) 1883-88 E R.=C Description / �j General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section Total Column Height 8.06 It Le XX for Axial 8.06 It Rectangular Column Load Duration Factor 1.25 Le YY for Axial 8.06 It Column Depth 5.50 in Fc 1,300.00 psi Lu XX for Bending 8.06 It Width 5.50 in Fb 875.00 psi Sawn E - Elastic Modulus 1,600 ksi Loads Dead Load Live Load Short Term Load Axial Load 3,870.00 lbs 3,438.00 lbs 0.00 lbs Eccentricity 0.000in Column OK Width= 5.50in, Depth= 5.50in, Total Column Ht= 8.06ft DL + LL DL + LL + ST DL + ST fc : Compression 241.59 psi 241.59 psi 127.93 psi Fc: Allowable 973.03 psi 1,096.75 psi 1,096.75 psi fbx : Flexural 0.00 psi F'bx : Allowable 875.00 psi 0.00 psi 1,093.75 psi 0.00 psi 1,093.75 psi interaction Value 0.2483 0.2203 0.1166 Stress Details Fc: X -X 973.03 psi Max k'Lu / d 50.00 Fc: Y -Y 973.03 psi Actual k'Lu/d 21.06 F'c : Allowable 973.03 psi Min. Allow k'Lu / d 11.00 - F'c:Allow' Load Our Factor 1,096.75 psi Cf:Bending 1.000 F'bx 875.00 psi Rb: (Led / b"2) ^.5 5.688 F'bx' Load Duration Factor 1,093.75 psi Cf : Axial 1.000 Axial X -X k Lu / d 17.59 Axial Y -Y k Lu / d 17.59 MICHAEL M OONEY 5AMwRoieAvE. CIVIL ENGINEER ORovbLE, CA 95966 RCE 20647 (916) 533-2131 Butte County August 2, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Ralph Brower I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a minimum design bearing load of 1000 to 1500 pounds per square foot dependent on my mood and or site conditions., Thank you for your consideration and patience. Yours, N I ;Ja '441-n Michael Mooney My license expires 9-30-01 rM( C-13 020647 CIVIL FBF CAUF' 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 budding permit wftl . be issued until this verification is received. 82. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES[4 NO[ ].: .... I HAVE[�] HAVE NOT[ ]signed an:.;application for ;a:bu ding pefT t for the proposed work.....; ..: 3. I have contracted with the following person. (firm) to provide. the -proposed construction: NAME: ADDRESS. CITY: PHONE: CONTRACTOR'S LICENSE NO.: 4. I plan to provide portions 'of this work, but I have hired_ the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the followip&.pons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNE : SOCUL SECURITY NUMBER: DATE: CD NOTE: 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 the permit. 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 work, with_ the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any'persons other than your immediate family, and the work-(mcluding materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 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. 0 There may be financial risks*for you if you do not carry out these obligations,A and these risks are,especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the I iteinal 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 "ownerbuilder" 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 . Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This a.vner-Builder Information is required by Section 19830 of the California Health and Safety Code. n f.... i nn: 2.27 �i�.!•. � +.�'�. �'�, +A. •} � bIZV i , � <'•fi!Ma�, rTl Ate, �{ �% �S . Mv4r:q Se Thr I�'�'( Ct(. r�� •- i Y.' £ _. T � Y ... ,: � 9 r >.'i`.,. :.s � �: „�.� � 'h:, (-'^yh , �. ��r "�•,r.. �.. �f". J'.. �:•�F; '4` � ,. i.? �?M1,,. ( t _ �y`hrr�n-, t.",..�.,. Tr�''2(•� - �-N �}r'$ �s 3016-91B .� r+ BOWLES , Pat �..!"• ,: 91' Wally B Ln, Oroville cont. Don George ' Y (reroof/sf):. , - p 7 -�?- 1. t... . . .. ' ✓. F r - • e 11 .. v � 1101 COUNTY OF BUTTE ; DEPARTMENT OF PUBLIC WORKS PERMIT NO. % I, Y ,,-r,/ 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 /2 _ A / APPLICATION AND PERMIT (/� /4,L ASSES OR PA CE NUMBER 7 ,. ZONIWG -% f{� BUILDING PERMIT OW ERS PA� TELEPHONE �^ '� SO. FT. OCC. BUILDING VALUATION /�Zq CJ! 0 OWNER'S MAILIP41 ADDRE 5 f ; 1l�- �- `f(n i n, /X0, ao CONTRACTOR'S NA E ( 11 ) TELEPHONE CONTRACTOR'S MAi LINADDRESS Fireplace CONSTRUC ION ENDER UNKNOWN a Total Valuation $ O,00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee w $ — ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee `411 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING AD+DR 00,1 Permit fee $ 36 IS& PLUMBING PERMIT Filing Fee 10;00. Oizi�\ i l l P , '`� �� !' Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFE Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00e TYPE OF WORK New❑ Addition ❑ Remodel[:] Utilities❑ Installation❑ Other Describe work: f'I _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury check one): p y p l y ( ): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Code and my license is in full force�j nd effect. ` C—�/ License No. S�o7(D� 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) F1I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& , OR ADDNS. ACC. BLDGS. 2/z¢sgft NEW CONSTR. ULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS .&) SINGLE OUTLET CIR. ) zoeeoe EX. DCCUp\OUTLETS OR FIXTURES I,AL@30 EX. Occup. OUTLETS IIRESID )FIXED APPLNS. REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 5.00 E Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to 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, an expenses which may in any way accrue against shit Count i consequence f the granting of this permit. / Q X _ Date u �a "�� Signature of Applicant — OWner ❑ antraDtar Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE —TOTAL FEE $ ALSCH AZ cuA PARK FLo PAR PD HD Issu This permit is hereby issued under the applicable p sions of the Butte County Code and/or resolutions to do work indicated )abov a for which fees have been paid. 6IREC.tfOR OF P $Lle WORKS By Date PERMIT EXPIRES Date !' % Receipt No. `- -e .t' WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSES oR' A3ly— z I }}ff r Zor�nlG �/ BUILDING PERMIT o E bo La lesSQ. T LEPHONE FT. OCC. BUILDING VALUAT N ZZ /— � 0 O NER'S MAI LI ADDRE S D 40-, ao CONTR CTO •SN E TELEPHONE CONTRACTOR'S MAILIN ADDRESS -)kbo i I Fireplace CONSTRUC ION ENDER UNKNOWN Total Valuation $ O��O LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 6 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ SUIgjNG ADDRES6011 Permit fee $ S-6—.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF® Duplex❑ Mobilehome❑ Other t SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New Addition Remod I❑ Utilities[]Installation❑ Other Describe work: 'a j� _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service jp0 AMP OR1 OR LESS10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Code a d my license is in full force nd effect. License License No. Classification C G��� ❑ 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) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.tk OR ADDNS. ACC. BLDGS. 2'/2OSgIt NEW CONSTR MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS & (SINGLE OUTLET CIS. Ex. OCCUp�OUTLETS OR FIXTURES 20@50C BAL030 FIXED APLNS. Ex. QCCUp. OUTLETSP(RESID,)REA.) 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 Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, an expenses which may in any way accrue against s Count i consequent of the granting of this permit. Xgaa.,9/ �/ Date Signature of Applicant — Owner ❑ antractor IXI Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE t i TOTAL FEE $ Sv , t{qZ CUA ["HL FLD PAR PD I HD ssu This permit is hereby issued under sions of the Butte County Code and/or work indip4ed above for which fees 1 OF P L BY PERMIT EXPIRES Date the applicable p resolutions to do have been paid. WORKS / Da 6 t Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 'PMATAO. 6017-77B PERMIT EXPIRES OWNER W.E. Bowles CONTR. Don Gorge Roofing, Berry Creek LOCATION (A.P. 34-22-21 ) . 3025 Oro Quincy Hwy, Oroville c }� rj f Y E E y. t • 7 Temp. Power Pole Called PG&E Temp. Elea Serv. Called PG&E Temp. Gas Serv. Called PG&E /FOINA B LED (Date) (Signature) . is T Mesh COUNTY OF BUTTE `— DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Set$ack r Firewall Soil Piping ms Parapets 1st Floor Nin Bldg. Restroom Fi h Nd Floor ootin s Windows 3rd loor St wall Siding To out Slab Roof Sheathing Water Pi in Piers Roofing Sewer Garage Fdn. Vejits • Fixtures Footin s Garage V Water Htr. Stemwal l Insulation Heaters Slab Carport Footings Prov. for ph y n &o'-- Confor nce of ex. structure e2 a Appliances Gas PipIn &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footinas Footina ELE TRICAL T Mesh HANICAL Grd. Fault lVrot. Scr ch Heating Service B wn Cooling Temp ole finish Ducts Und r round Interior Lath Ventlla n P anent Door Closer. Fina Fin I MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping M SE )ME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ~' 7 County Center Drive — Orovi Ile, California 95965 Tel ephonie: 53.4-5541 � 7 APPLICATION AND PERMIT ,��� - "'- --- � y v _ut tv Clltul uPUll UIC above-mentio ed property for ins ction purposes. X Date / 6 Signature of P rami or Agent Receipt No.) ` Wc'l 7 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. DIRECTORTIF PUBLIC WORKS BY Date —I� wilding permit expires Date _ �` �d�'�%� BUILDING Owner W t64.kA 110 SQ. FT. 09C. BUIL NG VALUATION Mailing Address Telephone No. Fireplace Contractor t Total Valuation _ Mailing Address Boy, lop Permit Fee Plan Checking Fee &/or Penalty Telephone o. �- Permit Fee $ �t0 Building Address PLUMBING No.1 @ I FEE PERMIT FILING FEE 1$3.00 Each Trap 1.50 U l + 1 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.3 (4�—�� -� zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F&<!��1901� FireHDeFire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declarationp l Ma 60' R/W Improvements Lawn sprinkler system 2.00 .�: ns ec Parcel Approval I Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ I FEE PERMIT FILING FEE J$3.001 •` Main service 100 AMP ORV OR LESS5.00 Main service EA. ADD'L too AMP 2.50 Single Family Duplex ❑ Mobil Home 0 Others ❑ OVER Main service 00 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW LING O OR ADDNST ( ACCLBLDGS.CCUP. &\ 20sq ft / • NEW CONMULTI-OUTLET NON-RESID.STR. (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 & Pr fessions Code under the name St ° Ex. Occup(ouTLETs OR FIXTURES) BAL@1 Ex. OccuP•(ouTLETS P(LNS RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. t/20 e% j 1 Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability orkmen's Compensation. have placed on file with the County of Butte a certificate of w1workmen'sCompensation Insurance. ❑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 the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Allthori71z ronrocontnti,m .,f tl.., n......... ..s n...... ._ __.__ ____ _ .�is TOTAL PERMIT FEE - "'- --- � y v _ut tv Clltul uPUll UIC above-mentio ed property for ins ction purposes. X Date / 6 Signature of P rami or Agent Receipt No.) ` Wc'l 7 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. DIRECTORTIF PUBLIC WORKS BY Date —I� wilding permit expires Date _ �` �d�'�%� oll/ t CEJ" f i oll/ t CEJ" f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGOVISION 7 County Center Drive Oroville, CaKfornie 95965 • Telephone (530)5 7541 PERMIT NO. (Rev. 12/96) APPLICATION�AND PERMIT OI4 ASSESSOR PARCEL NUMBERING 20N BU INGPERMIT OWNER ,•\ �- TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS IA 4 ,✓ CONTRA_CTOR'S- NAME - TELEPHONE r CONTRACTORS MAILING ADDRESS A CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILD191 DWALLY B LN. OROVILLF. CA 95966 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 1 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: RRT,flCAW 90X1 AMP VT p('TDlr+ C&`1D%?1rV uTer� r WIRING Gas pipind stem 1 - 5 outlets 15.00 Building sewer, 15:00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoEOOV OA OROR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ��-. ! License Class .� _ i n Lic. No. � > 1 ) X OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service TO 1000A 46.00 NEW CONST. DW W OCCUP. So OR ADONS. 8 ACC. BIOS. 3.50FT. NpµRalp, T. BRANCH MULTI CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. 00 Ex. Occup. ounET OR FIXTURES aAL. @ .50 FIXED APPLNS. . OR 5.00 Ex. Occup. ourLErs RESIDEA Temporary Service 23.00 Mobile Home Facilities 20.00 23.00 Misc. Wiring 23.00 PERMIT FEE e f 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. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 thata'If I should become subject to the workers' compensation provisions of section °3700 of the Labor Code, I shall forthwith comply. with those provisions. �+ X \ ! Jff//� .-' �� :'_fDate '7— 2 .�' ' Signature of Applicant - ❑Owner ❑ Con -tractor ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 HA2. p. FEES IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte Cou ty1Code and/or Resolutions to do work indicatgd above f�r w i ih fee have been paid. 4e 40W PERMIT EXPIRES ON a q hi Receipt No. Jvzaii/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN IVISION 7 County Center Drive • Oroville, California 05965 • Telephone (530) 5 -7541 P RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - b0-1 ASSESSOR PARCEL NUMBER ZONING BLyLDINGPERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAUNG ADD ESS CONTRA DR'S NAMEr TELEPHONE coN- rorll�s MauNo DREss / �S O CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 91 WALLY B LN. OROVILLE CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISIONS 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RFT,0rATF. 200 AM]? EI Ef TRIC 2ERVISE & D4TS0. WIRING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�/` �- License Class �/ _ Lic. No. T J 5 /j _ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC, BLDS. S° 3.5QFT: T. NON -ID. MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUREf CSR. Ex. Occup. OUTLET ORPIxTURES 20°''00 BAL Q .SO Ex. Occup. ors RsID.°,11A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation ' PERMIT FEE 1 $ 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisi XDate �— .'Z J _ Signature o p (cant - 9'Ow er ❑ tractor ❑ Agent An OSHA permit is required fo xcavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 . D � IMP I FLOOD CDP PARCEL Po HD ISSUE Thi?phfmd is hereby issued under of Ahe Outte Cou Code and/or in icat above f r i h fee have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /yte , v -( D to ReceiptNo. 302307 $66.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val response to every item requested in our plan correction letter. `By others" is not considered a valid response.. Please indicate yoi response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER ANDREi IIRN WITH REVISED AND ORIGINAL PLANS.OWNERS NAME DATE: a67 - 320 --cDz/ RESPONSE FOR PLAN CHECK LETTER DATED: K REM # �q i WIECK ti EM # P RESPONSE BY: LO( f r1� RU ` :OMMENiS: ���•=rte �� o F� �t%�C ��z G���� ----- AjEll)AIN .S�Yt �9alN r'ayss�_ 'LAN CHECK ITEM # q RESPONSE.SY: LOC OMMENTS coq— -:�-S�y SNC -r e GK=CK I t =M # _I RESPONSE BY: LOCATION ON PLANS/CALCS: -s`r.A,LcvL IZZ45L ��/cit T`c ^�`�C,C� r '', E , �3/S AEN M; Ab,- � c '9 <.1 Tc /4/ ` .nom 9 7---' i . In order toe PLAN REVIEW RESPONSE FORM expedite the review of your Plans, Please complete the foIlowin this form is not complete, as to all correction items, we will not be able to accept our re- g information and return this form with your re -submittal response to every item r ue Y submittal for review. et location in our There must be a va] response to each item and the location where the information can be found on the P correction letter. "By others" is not considered a valid response. Please indicate . ATTACH THIS FORK{ TO q Copy OF YOUR PLAN REVIEW LEITER AND itpEiURN W - OWNERS NAME yo I7N REVISED AND ORIGINAL PLANS, DATE: 41, ASSESSORc aec•�......___-- -M1 CF,ECK ITEM # 7 )MMENTS; MMENTS. FhCK ITEM # :Nrs: / -'.-'" S cK ITEM # 6 -I'i .` L- I - > ¢ y is `S,i A �. - / `? o' -s LOCATION ON PLANS/CAL( L0CAT►ON ON PLANS/CA G =.T\ r�Ti 11GN� n s < LOCATION ON P1ANS�AL� E �a6/G/it7G. S54: SS LOCATION ON PLANS/CALi LOCATION ON PLANS/CALLS: February 17, 2005 Jeffery Stratton 91 Wally B Ln. Oroville, Ca. 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-380-021-000 Building Permit Number: 04-3574 Thank you for submitting the plans for your building project.. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FO". Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Oroville Union High School District and the completed form returned to this office. /2. Please provide the name of the special inspector for epoxy of the 5/8" diameter bolts into the foundation. Project engineer can perform this inspection. 3. Please show the location of the hvac equipment /4. Correlate floor plan and roof framing plan concerning size of French doors at the master bedroom. STRUCTURAL COMMENTS: vIl 1. Provide 14" deep footing to support the garage deck column as specified in the structural calculations. Plans show a 12" deep footing. V/ 2. Provide 16d's at 12" o.c. nailing LVL to bottom chord of truss as specified on page 6 of the structural calculations. Plans show 16" nailing. V/3. Specify header sizes required over the master bedroom french doors, dwelling entry door and sidelights and the garage living space sliding glass doors. ✓4. Correlate structural calculations and the plans concerning the length of the shear wall at line 3 cripple wall. ✓5. The structural calculations for line E, main floor on page 18 indicate a total length 12' for the shear wall at 149 plf. Page 11 of the calculations and the floor plan indicate a length of 8'. Please correlate. K 6. The 2"x8" floor joists at 24" o.c. located at the master bedroom deck appear to be overstressed. Please revise or provide calculations. 7. Please provide calculations for the '/4" diameter lag bolts supporting the floor ledger shown on detail 11/4. Note that TJI provides values for 3/8" and '/2" lag bolts installed in '/4" TJI rim boards, but does not provide values for '/4" bolts. See detail "LA" on page 10 of the TJI 1 of 2 specifier's guide. Note also that the NDS requires penetration into the main member to be 4 times the diameter of the lag bolt. This penetration can not be made into the top and bottom of the TJI joist. 8. Please remove key to detail 5/4 from the floor framing plan and the key to detail 2/4 from section A -A. These details are shown "N/A" on sheet 4. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P. . Plans Examiner Plan Check Engineer cc: Jim Pursell, P.E. 2 of 2 February 17, 2005 Jeffery Stratton 91 Wally B Ln. Oroville, Ca. 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-380-021-.000 Building Permit Number: 04-3574 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Oroville Union High School District and the completed form returned to this office. XPruea a provide the name of the special inspector for epoxy of the 5/8" diameter bolts into the ation.Project engineer can perform this inspection. e show the location of the hvac equipment K Correlate floor plan and roof framing plan concerning size of French doors at the master bedroom. ST R-6CTURAL COMMENTS: . Provide 14" deep footing to support the garage deck column as specified in the structural c culations. Plans show a 12" deep footing. . Provide 16d's at 12" o.c. nailing LVL to bottom chord of truss as specified on page 6 of the Vructural calculations. Plans show 16" nailing. Specify header sizes required over the master..bedroom french doors, dwelling entry door and delights and the garage living space sliding glass doors. . Correlate structural calculations and the plans concerning the length of the shear wall at line 3 c ple wall. he structural calculations for line E, main floor on page 18 indicate a total length 12' for the shear wall at 149 plf. Page 11 of the calculations and the floor plan indicate a length of 8'. P e correlate. . he 2"x8" floor joists at 24" o.c. located at the master bedroom deck appear to be erstressed. Please revise or provide calculations. Please provide calculations for the 1/4" diameter lag bolts supporting the floor ledger shown on detail 11/4. Note that TJI provides values for 3/8" and %Z" lag bolts installed inl'/4" TJI rim boards, but does not provide values for 1/4" bolts. See detail "LA" on page 10 of the TJI yo 6 1 of 2 ellAf e 7v eG1/�EeO J; .4A r/e„ e,9"trel LZ)J1-- 4> JDo specifier's guide. Note also that the NDS requires penetration into the main member to be 4 time sJ he diameter of the lag bolt. This penetration can not be made into the top and bottom pf'Tie TJI joist. . Please remove key to detail 5/4 from the floor framing plan and the key to detail 2/4 from section A -A. These details are shown "N/A" on sheet 4. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Jim Pursell, P.E. 2 of 2 JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 3B 1 21 J'PURSELLCn! SBCGLOBAL.NET December 10, 2004 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 5 MADRONE AVE. STE.- B OROVILLE, CA 95966 PH. (530) 533-2131 FAx ( 530) 534-0902 RE: Truss Design, Stratton Residence, APN 069-380-021 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load -of 1500 pounds per square foot. Thank you for your consideration. S' cerely t'Pursell, P.E. ©4 -Rs i5? BUTTE COUNTY BUILDING DIVISION APPROVED 7/6.5 - p, NI_E CODA7 4 Jim Pursell Civil Engineer RCE 60924 Date: 07/02/04 Job Number: 104-01-06 Job Name: Stratton Residence Assessor Parcel No: 069-380-021 Analysis: 2001 CBC Dead Loads Live Loads Roof: Comp. 6.0 1/2" O.S.B. 1.8 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.2 16.0 psf. 16 psf. Wall 5/8" T-111 2.0 Framing 3.5 1/2" Gypsum 25 Insulation 1.0 —9.0 1/2" Gypsum —psf Floor Flooring 3.5 3/4" plywood 2.5 Insulation 1.0 1 -joists 3.5 1/2" Gypsum 1.5 12.0 psf. 40 psf. Lateral Loads Wind: P=CeCggI where Exposure B Ce 0.62 @ 15 feet Cg= 0.3" in/0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76'@ 30 feet 0.5 out leeward wall Seismic: V=2.5C,,IW/1.4R where Ca 0.36 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.35 200.0 Page #1 q= 14.5 psf @ 75 mph I= 1 PZz J �- S Ps � �a �t RZ 3511)z 1NG CAI M I 5 V — bh J -F . M� /-3 fz _. /3,ci..�::> P,,: ;�--1 Q-F- - SCZgg�C�b>y = G� �r c..r •/o r3 G,R :!. (/ Tb �sc�o fs 2-8 S, I, IS' G�AA� WA u- Fk-lfoP-.- 4<h 13 CYo*I;�-)6�vot8��1708� 8 SING S7" �s E5r"-,j000bS Bl,-. *13.r�,,A A/ 6 is -`� 3 P zs. ��� C2 b� 61,),,� g WA u- Fk-lfoP-.- 4<h 13 CYo*I;�-)6�vot8��1708� 8 SING S7" �s E5r"-,j000bS Bl,-. *13.r�,,A A/ 6 is -`� 3 P zs. ��� C2 b� 61,),,� iivr �ia� @ DQL LsL %'� (lz 6� �C� Wok ►� 65 8 I b C � /) z5 Fv P Fcac)— (,t. —2.7– S�� �n ova LRr��v���/�-r--A��S -3 (3r-) 4- r- t ps I Iq b = = _ � Cyt ?�� 1�- _ o �. �� AIAI Cl� To zt R, /����. � g - �� - 3 5 28 �r �I� �// F� I - r6 M �= 6� / 5- - GA it �S s'nIAeS lot 7-S Stratton Lateral Analysis Wall1O = @ 2nd Floor Page 7 Improtance Factor 1=1 P (Total) = 2325 Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) Wind 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P Roof: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@80) 1 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 .= 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)= 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P P(30)= (Coef.) (Coef.x A + Coef. x A) (@75) 1 = (lbs) P(30)= .0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62 0.8 18 0.5 18 14.5 .1 = 210.4 P (Total) = 2325 Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P 144: x 9 = 1296 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (@80) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0.76 0.3 0 0x 8= 0 Ca = 0.36 Total Wt.(Ib) . R = 5.5 W = 15463 Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 1807 Wall 1O = 0 @ Garage Floor Improtance Factor I= I Wind Roof: Windward Leeward . q I P 404 x 9 = .3636 (Coef.) (Coef,x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0:7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)= 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 .1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0. P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62.0.8 180 0.5 108 14.5 1 = 1780. P (Total) /3895/ Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 404 x 9 = .3636 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 468 x 12 = 5616 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 216 x 8 = 1728 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 25147 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x'R)'= 2939 Stratton Lateral Analysis Wall 0 Main Floor Wind Improtance Factor I= 1 Roof: Windward Leeward q I P 488 x 9 = 4392 (Coef.) (Coef.x A + Coef. x A) (@80) Ox . 12= 0 (lbs) . P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 153 0.7 153 14.5 1 = 1486 P(15)= 0.62 0.3 117 '0.7 117 14.5 1 = 1052 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 .1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 152 0.5 -.152 14.5 1 = 1776 P (Total) Wind Govems Wall OD Upper Floor Wind Roof: Windward Leeward q I P 488 x 9 = 4392 (Coef.) (Coef.x A . + Coef. x A) (@80) Ox . 12= 0 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14.5 1 = 1048, P(15)= 0.62 0.8 13 0.5 13 14.5 1 = .151.9 P (Total) = �204 Wind Govems Seismic Roof Weight: Page 8 Pitch = Rise:Run Pitch Factor 4: 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 1749 x 16 = 29498 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 488 x 9 = 4392 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Ox . 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Ox 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 33890 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 3961 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 104 x 9 = 936. Floor Weight: (Area)x(WQpsf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Ox. 8= 0 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 15103 Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 1765 I, Stratton Lateral Analysis Wall O Garage Floor Wind Improtance Factor I= 1 Roof: Windward Leeward q I P 104 x `9 = 936 .(Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 . 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0, P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14.5 1 = 1048 P(15)= 0.62 0.8 155 0.5 155 14.5 1 = 1811 P (Total) 3701/ Wind Govems Wall O Main Floor . Wind Roof: Windward Leeward q I P 104 x `9 = 936 (Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= .0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (ct D75) (lbs) P(30)= .0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= - 0.72 0.8 64 0.5 0 14.5 1 . = 534.5 P(20)= 0.67 0.8 128 0.5 0 14.5 1 = 994.8 P(15)= 0.62 0.8 36 0.5 0 14.5 1 = 258.9 Lind Govems P (Total) _ .1788 Seismic Roof Weight: Page 9 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight:_ (Area)x(Wt.(psf)) = Wt.(Ib) 608 x 16 = 10254 104 x `9 = 936 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 140 x 9 = 1260 468 x 12 = 5616 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= 0 260 x 8 = 2080 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 22799 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 2665 Seismic Roof Weight: Pitch= Rise:Run Pitch Factor 4-: 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 140 x 9 = 1260 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 11514 Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 1346 . Stratton Page 10 Lateral Analvsis Wall OE Cripple Wall Wind Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@80) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 4 : 12 = 1.05 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 1.051 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 420 x 9 = 3780 Wall: Windward Leeward q I P Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 306 x 12 = 3672 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P(25)= 0.72 0.8 64 0.5 0 14.5 1 = 534.5 204 x 8 = 1632 . P(20)= 0.67 0.8 128 0.5 0 14.5 1 = 994.8 P(15)= 0.62 0.8 :192 0.5 0 14.5 1 = 1381 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 19338 P (Total) = 2910 Base Shear (Ib) Wind Governs V = (2.5 x Ca x I x W)/(1.4 x R) = 2260 Wall Main Floor Wind Seismic Roof: Windward Leeward q 1 P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@80) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 4 : 12 = 1.05 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 1.051 980 x 16 = 16528 Wall Weight: .(Area)x(Wt.(psf)) = Wt.(Ib) 136 x 9 = 1224 Wall: Windward Leeward. q I P Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib). (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 0 x 12 = 0 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1= 0 0 x 8= 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8 38 0.5 38 14.5 1 = 444.1 Ca = 0.36 Total Wf.(lb) P (Total) _ 2751 R = 5.5 W = 17752 _ Base Shear (Ib) Wind Govems V = (2.5 x Ca x I x W)/(1.4 x R) = 2075 I Stratton Lateral Analysis Wall O Cripple Will Wind Roof: Windward Leeward q I P 408 x 9 = 3672 (Coef.) (Coef.x A + Coef. x A) (c@80) 612 x 12 = 7344 (lbs). P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P ' ✓ (Coef.) (Coef.x A + Coef. x A) (@75) Z �Sl ✓ (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 - 0 14.5 1 = 0 P(20)= 0.67 0.8 .38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8 210 0.5 210 14.5 1 = 2454 Wind Govems P (Total) = Z 4761 Seismic Roof Weight: . Page 11 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt. (lb) 1.051 980 x 16 = 16528 Wall Weight: (Area)x(Wt:(psf)) = Wt.(lb) PAN'`�C^S 408 x 9 = 3672 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 3-5 4 10 612 x 12 = 7344 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 204 x 8 = 1632 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 29176 Base Shear (lb)' V=(2.5xCax1x"/(1.4xR)= , 3410 A)ALJ_ �u-MMAXIY PAN'`�C^S �1�1RAL Fc2R C O zoo F 3-5 4 10 Oeloo,2-37- /j01am OGA�� ✓ 2 zN�F� r 2 G A wA G O z F OG�� � f� �,o'✓ 3�a/ �b� J ' ✓ �.� 116 ✓: _ 5 Z �Sl ✓ �7"A 77Z:>'A,? PP- � �7"aal.. 2.3� 2r Al APA oP PST �CIL. P^ 14, 1Y7 /CL ?3 -zZ T7 A cm p5 PIN 4 'k5/r NO j'S T-/�/ !�i/ � G,�,.li. (mak NArL,s �' �'!�'-- N�/!-,�•yG LL A �FloaG� Fo '''4�'� 385 •", S`j"•� G ' Mix_ J`f��gci.�rG �� PZS 13 SYS Fou vt A -T I O N bre /,u I T- Ei-Y AS�-Q u kg Ag- J s @ �' �✓��=czRr��NG. ,��' � ��c�.�n� by �r�.s�t�c�-re,� _ • AAA' - O 3/ Ap* D Pt,Y ocntt�, sitwAdG % 7 -i/j) Wl P G Ac -t 1 h '�4 s . SA�P, 2 /1 it-Atz.6 /op PAY _ A^kzi,)QjzAGr, 3 G6t�a'Z oV �Tv� 1 � 7s . -:Em x = AH °ms's LIS /��t AowNS R pt [I -f D So- ib . tA:r-AIL- ps 1.5 Gam. L 3TC /o J APS RA ► -D QS, g . dy/ ��C ��:IC� o_c�DG�. _� o SS3 (�CiD C -32o L 31 S`t'11a-ro � . �l3 S _ �r� < 3�p 6A.SL A-3 PLy. � .rare -G 5 ' `'��r�� W� �� G',W/- Box G 3 )PiAM/Lc/ P -S � �Srr, � VJAc./-,)/ —,iAE-Ta 70P P�,aTK- 7 Z3 4 5 _ _SSS zz -I Jo17 X31 X PMx aOLZS C11-Gf` .-Trate /"AILING P)A CC) pti)tL CA -)Ir APA J'6.Y000.D sialtj< C -r-lo E54 G�a�V�►�.� ' wa 2.83 _ ; � � z -s -� • SST % �- @.. � o.. C _. V �A N n- �-rt. -T 7-1 z Xfd5Q �� 5 ' ��q � ��. 8 _ ��r /mss @ . �� «� � ,zo-iLL 3S _S MA x 0 I GRADE NOTES: I 2500 psi CONCRETE (MIN.) I GRADE 40 REBAR (MIN.) I SO�� 18' BLOCK . 4's @ 8' O.C. I 3 . I 9' MAX. I 4's @ 16' HORIZ. BACP FILL I I 112' BLOCK I I 6's @ 16' O.C. I I . 4' PERF. I PLASTIC #6's @ 16' O.C. PIPE ENTERED BETWEEN I LONGER DOWELS O• 4' SLAB #4's CONT. TYPICALL --------- — 1 ' #4's @ 16' O.C. 3' 36'- NOTE, IF LARGE ROCKS AMC ENCOUNTERED IN KEYWAY EXCAVATION, #4's MAY BE DRILLED EPDXIED TO 6' EMBD. 2 RUFESS Q �h9 AND -12'--) 924 EV 12-31-04 1 RETAINING WALL FOUNDATION 6 'Pr glF OFV N.T.S. GARAGE P U R S E L L ° 7�8/04 PROJECT .JIM .STRATTON RESIDENCE Civil Engineer, R.C.E.- 60924 NO SCALE 91 WALLY B LANE 5 Madrone Avenue, Suite B, Oroville, CA 95966 A.P.N. 069-380-021 MICHAEL MOONEY CIVIL ENGINEER . RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAIN I.NG-WALL DESIGN Strat9 WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width Total Footing Width Footing Thickness Rey Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe Pressure @ Heel = Allowable Press. _ Ecc. of: resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. Soil over Heel Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel Surcharge over Toe - Axial Load on Wall Load @ Proj . Wall Averaged Stem Wts. - Added Lateral Load = Footing Weight - Key Weight - Vertical Component of Active Pressure = Date: 07/09/04 Page: LATERAL LOADS Lateral Load Acting on Stem Above Soil = 0.00 psf Add'1 Lateral Load = 0.00if Dist to Load Start = 0.00 t Dist to Load End = 0.00 ft ADJACENT FOOTING 3.00 ft VERTICAL LOADS = 1500 psf 9.00 ft Axial DL on Stem = 481 plf 0.50 ft Axial DL on Stem = 719 plf 3.00 ft ....Eccentricity = 0.00 in 1.00 ft Surcharge over Toe = 50.0 psf 4.00 ft Surcharge over Heel = 0.0 psf 12.00 in Note: Toe Surcharge Resists Overturning = 25.00 in 0.0 _- 0.00 12.00 in SOIL DATA Backfill Slope = Page: LATERAL LOADS Lateral Load Acting on Stem Above Soil = 0.00 psf Add'1 Lateral Load = 0.00if Dist to Load Start = 0.00 t Dist to Load End = 0.00 ft ADJACENT FOOTING 3.00 ft Allowable Bearing - = 1500 psf Vertical Load 5000.0 = 0.0 # 0 0.0 Active Lateral 0.33 30.0 pcf Load Eccentricity 0 = 0.00 in 0.35 0.00 ....Max Press. = 0.0 pcf Footing Width 0 = 0.00 ft 0.00 inSlope Press. = 0.0 pcf Ftg. CL to Wall 0.0 _- 0.00 ft 1486 # Backfill Slope = 3.0 :1 - Vert. Position of Ftg. 0.0 0 0 1231 # Passive Press. - 200.0 pcf ...Above/Below: [+/-] 312.5 = 0.0 ft 1015 # Soil Density = 110.0 pcf Spread Footing ? No 0.0 # Soil Ht over Toe = 0.00 in FOOTING DESIGN 1375.1 psf Soil Press. Mult. Toe Heel f'c 2500 psi 184.0 psf By ACI Eq 9-1 = 2020 270ppsf Fir = 40000 psi . 1500 psf Mu -Upward = 7122 0 ft-# Min. As Percent = 0.0015 6.11 in Mu -Downward = 1260 0 ft-# Omit SP Under Heel ? No 26.00 psi Mu -Design = 5862 0 ft-# Toe Heel 0.00 psi One -Way Shear: # 4 @ 8.15 0.00 in o/c 85.00 psi Actual = 26.0 0.0 psi # 5 @ 12.63 0.00 in o/c Allowable = 85.0 0.0 psi # 6 @ 17.93 0.00 in o/c 1.83 :1 Cover over Rebar = 3.00 0.00 in # 7 @ 24.45 0.00 in o/c 1.51 :1 'd' _ 9.00 12.00 in # 8 @. 32.19 0.00 in o/c Ru = Mu/bd'2 = 80.4 0.0 psi # 9 @ ' 40.75 0.00 in o/c SUNI4ARY OF FORCES K MOMENTS # Overturning Koments ft ft-# # 1500.0' 3.33 5000.0 0 0 0 0 0.0 -15.0 0.33 -5.0 0.0 0 d 0 0.0 0.0 0.00 0.0 0.0 0 0 0 0.0 -13.6 0.50 -6.8 150.0 0 0 0 481.0 0.0 0.00 0.0 0 0 0 0 855.7 0.0 0.00 0.0 0 0 0 0 600.0 0 0 0 312.5 0 0 0 500.0 Totals = 1471.4 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 4988.2 ft-# 2899.2 # 2399:2 # Resisting goments ft 0 0.00 0.00 0.00 0.00 0.00 1.50 3.50 0 3.41 0 2.00 3.50 4.00 ft-# 0 0.0 0.0 0.0 0.0 0.0 225.0 1683.5 0 2917.8 0 1200.0 1093.7 2000.0 9120.0 ft-# 7120.0 ft-# (continued on neat page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL NOONEY, KW -0601576 VICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 •` 5A MADRONE AVE OROVILL€, CA. 95966 530-533-2131 Date: 07/08/04 CANTILEVERED RETAINING WALL DESIGN Strat9 (.....continued) STIP SIY Top Stem: From 8.00 .ft to Top of Wall 8.00in Masonry w/ # 4 @ 8.00in, d: 5.25in f'm= 1500.0psi; Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar &tubed= 12.Oin Mactual = 5.0 <= 1151.5ft-# Vactual = 0.16 <= 19,36psi Interaction Value = 0.100 Second Stem From 5.00ft to 8.00ft 8.00in Masonry w/ # 4 @ 8.00in, d= 5.25in f 1m= 1500.Opsi, Fs 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Fmbed= 12.Oin Mactual = 320.0 <;1151.5ft-# Vactual = 2.63 <:-19.36psi Interaction Value 0.394 Third Stem From 3.33ft to 5.00ft 8.00in Masonry v/:# 4 @ 8.00in, d= 5.25in f m= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp, Wall Wt.= 75.00psf; Bar Embed= 21.8in Mactual = 911.4 <: 1151.5ft-# Vactual = 5.29 <= 19.36psi Interaction Value = 0.924 Fourth Stem From 2.00ft to 3.33ft 12.00in Masonry w/ # 6 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insspp. Wall Wt.= 118.00psf, Bar Bmbed:. 15.6in Mactual = 1715.0 <= 2911.7ft-# Vactual = 5.28 42 19.36psi Interaction Value : 0.683 /,33 Bottom Stem From O.00ft to 4 -Aft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.18 Solid Grouted„No Spec. Insspp Wall Wt.= 118.00psf, Bar 9&- 6.0in Mactual = 3645.0 <= 3659.9ft-# Vactual = 8.73 <= 19.36psi Interaction Value 1.107 6- C.M.U., Sot t0 Grout 4 0+ 8- Ver '-+o 2-4-rH6ri2 1'- 0- C.M.U., 0 8- ver 4 0 24" Horiz Page: ';2 s.ou 4'0 PE PLASTIC P RETAINING WALL FOUNDATION N.T.S. L�?lF 2 3_E4V JIM P U R S E L L ° � /9/04 PROJECT STRATTON RESIDENCE Civil Engineer, .R.C.E. 60924 No SCALE ' 91 WALLY B LANE 5 Modrone Avenue, Suite B. Oroville, ' CA 95966. A.P.N. 069-380-021 AAICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/08/04 Page: CANTILEVERED RETAINING WALL DESIGN StratS WALL FOOTING DATA VBkTICAL LOADS LAVAL LOADS Retained Height = 5.00 ft Axial DL on Stem = 286 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft : Axial DL on Stem = 352 plf Stem Above Soil = 0.00 psf Toe Width = 1.00 ft ....Eccentricity = 0.00 in AddIl Lateral Load = 0.00 if Heel Width = 1.67 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 t Total .Footing Width = 2.67 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness _ 12.00 in Key Depth = 6.00 in Key Width = 12.00 in SOIL DATA AWAC6ITP FOOTING Toe to Key Dist. = 1.00 ft Allowable Bearing. = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footingg Width = 0.00 ft Soil to Neglect 0.00 in Slope Press. = 0.0 pcf Ftg. Ch to Wall = 0.00 ft Lateral Pressure - 602 # Backfill Slope = 3.0 :1 Vert. Position of Ftq. Passive Pressure = 225 # Passive Press. - 200.0 pcf ...Above/Below: [+/-] = 0.0 ft - Friction = 681 # Soil Density = 110.0 pcf Spread Footing ? No Add'1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in SD194ARY FOOTING DESIGN Pressure @ Toe = 1439.0 psf Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure @ Heel = 131.2 psf By ACI Eq 9-1 = 2087 190 ppsf Fy = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 925 215 ft-# Min. As Percent = 0.0014 Ecc. of resultant 4.45 in Mu -Downward = 105 853 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 4.14 psi Mu -Design = 820 -637 ft-# : Toe Heel Max. Shear @ Heel = -1.75 psi One -Way Shear: # 4 @ 15.87 15.87 in o/c Allow. tqq Shear = 85.00 psi Actual = 4.1 1.7 psi # 5 @ 24.60 24.60 in o/c FactoWoti Safety: Allowable = 85.0 85.0 psi # 6 @ 34.92 34.92 in o/c Overturning = 2.65 :1 Cover over Rebar = 3.00 3.00 in # 7 @ 47.62 47.62 in o/c Sliding = 1.50 :1. 'd' = 9.00 9.00 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd"2 = 11.3 8.7 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES MOMENTS Overturning Moments Resisting Moments Origin of Force.... #. ft ft-# # ft . ft-# Active Soil Press. = 601.9 2.11 1270.9 0 0 0 Soil over Heel = 0 0 0 551.8 2.17 1196.6 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel 0 0 0 18.5 2.34 43.1 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 . 0.0 Surcharge Over Heel 0 0 0 0.0 0.00 0.0 ' Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall - 0 0 0 286.0 1.33 381.3 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 412.5 1.33 550.0 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 400.5 1.34 534.7 Key Weight = Vertical Component 0 0 0 75.0 1.50 112.5 of Active Pressure = 0 0 0 200.6 2.67 535.7 Totals 586.9 # 1265.9 ft-# 1944.9 # 3353.8 ft-# Resisting Totals Used For Soil Pressure 1744:3.# 2818.2 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (C) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 .MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 SA MADRONE AVE OROVILLE, CA.. 95966 5'30-533-2131 Date: 07/08/04 Page: CANTILEVERED RETAINING WALL DESIGN StratS ( ..... continued) Sm SD13hIARY Top Stem: From 4.00 ft to Top of Wall 8 OOin Mason w/ # 4 @ 16 OOin d- 3 15in erU�ac f'm= 1500.Opsi, Fs= 22000.Opsi aievot�ci LDF= 1.00, n= 25.78 14L12-W„Hartz Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Bmbed= 12.Oin a c.rl.u., solve Grout Mactual = 5.0 <= 521.2ft-# 4 �3, 16•• vrrt � 17,Ctual = 0.16 <= 19.36psi ¢4 0 24" Hortz L Interaction Value = 0.065 Second Stem From 3.00ft to 4.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Bmbed= 12.Oin Mactual = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi Interaction Value = 0.137 Third Stem From 2:00ft to 3.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.18 Solid Grouted„No Spec, Insp. Wall Wt.= 75.00psf, Bar fled= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 <= 19.36psi Interaction Value = 0.326 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar &bed= 12.Oin Mactual = 320.0 <= 905.4ft-# Vactual = 2.63 <= 19.36psi Interaction Value =0.427 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp: Wall Wt.= 75.00psf, Bar kbed= 6.Oin Mactual = 625.0 <= 905.4ft-# Vactual = 4:11 <= 19:36psi Interaction Value = 0.772 3.00 HEEL (top) : " 4s D.C. !1 c I TOE (bot) : g5</4g'• D.C. �! T 4 HORIZ. AS SHOWN I . i 8'D- _ 4 V4.4C1 (c) 1983-96 MCALC 1{ICRM MW, KW -0601576 JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 3a121 JPURSELLO-)SBCGLOBAL. NET December 10, 2004 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 5 MADRONE AVE. STE. 8 OROVILLE, CA 95966 PH. (530) 533-2131 FAx (530) 534-0902 RE: Truss Design, Stratton Residence, APN 069-380-021 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely, &Jimsell, P.E. CX{ -3&^74 BUTTE COUNTY BUILDING DIVISION APPROVED 2//7/oS/>. fl Jim Pursell Civil Engineer RCE 60924 Date: 07/02/04 Job Number: 104-01-06 Job Name: Stratton Residence Assessor Parcel No: 069-380-021 Analysis: 2001 CBC Dead Loads Live Loads Roof Comp. 6.0 1n" O.S.B. 1.8 FramiN 5.0 Insulation 1.0 1/2" Gypsum 2.2 16.0 psf. 16 psf. Wall 5/8" T-111 2.0 Framing 3.5 1/2" Gypsum 2.5 Insulation 1.0 -9.0 -psf Floor: Flooring 3.5 3/4"plywood 2.5 Insulation 1.0 I joists 3.5 1/2" Gypsum 1.5 12.0 psf. 40 psf. Lateral Loads Wind: P=C,C,gl where Exposure B Ce 0.62 @.15 feet Cq 0.3" in/0.9 out windward roof q= 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CaIW/1.4R where C8 0.36' FESS ®N I_PSE R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.35 200.0 IIv 1' NO C 60Sm P Page #1 4�'� ,�A797ToA-) PZ z ---------------- 3q 14f ZD g -Al 7� s -ry f\ I '�- * `1-8)21 -3 S 6) fz =- /3'sD P� Y-4 � .Iso -o s-fs Sz m P"<Cy- 0? -I ,, S(:X / z 11 z5 )s J ?_'7 z�-►b -T tvA 0 (Yo*j;L) q-6(yatg)�I1�8� C �t� , = 53663 mc- ir 3 sC3�) 45 -y - P' y �v PSS {%�.M FIR f? 1S 4:4 /yam _ o12- 7-.s/A-z Pty _3� "s4 x l�3 A P Fc�'r/A cs) .. gs 16 R�<:S kY- . Sri nt. _._ .. .- ._.. S - = - _ �.�_" _ _ . 1-si �Q �� n90 NiD�Z P-(Oc,'7G 16 � -9x 1 R -� nes �s, / .s"9 5'2-o f lb 'f - F c-ov rZ �z3 ) l q a L.�G Alm 80.{ f" To J(F/� Cl cq( z A)G To aF �xisTi Gb �17sCxj /GAJ Stratton Lateral Analysis Wall 1O = O2 @ 2nd Floor Page 7 Improtance Factor I= 1 Wind Govems Wall 0 = ZO @ Garage Floor Wind P (Total) = 2325 I Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(pst)) = Wt.(Ib) Wind 840 x 16 = 14167 Wall Weight: (Area)x(Wt:(psO) = Wt.(Ib) P Roof: Windward Leeward q I P (Area)x(Wt.(psO) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@80) 1 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)= 0.67 0.3 . 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward . q I P P(30)= (Coef.) (Coef.x A + Coef..x A) (@75) 1 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72-0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62 0.8 18 0.5 18 14.5 1 = 210.4 Wind Govems Wall 0 = ZO @ Garage Floor Wind P (Total) = 2325 I Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(pst)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt:(psO) = Wt.(Ib) P . 144 x 9 = 1296 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (c@80) 0x 12= 0 Deck Weight: (Area)x(Wt.(psO) = Wt.(Ib) 0.76 0.3 0 0x 8= 0 Ca = 0.36 Total Wt.(Ib) . R = 5.5 W = 15463 Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 1807 Improtance Factor I= 1 Roof: Windward Leeward q I P 404 x 9 = 3636 (Coef.) (Coef.x A + Coef.,x A) (c@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 ' .100 14.5 1 = 1044 P(20)= 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) P(30)= 0.76 0.8 . 0 0.5 0 -14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62 0.8 180 0.5 108 14.5 1 = 1780 P (Total) =3895/ `---= Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psO) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(pst)) = Wt.(Ib) 404 x 9 = 3636 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 468 x 12 = 5616 Deck Weight:.(Area)x(Wt.(psO) = Wt.(Ib) 216 x 8 = 1728 .Ca = 0.36 Total Wt.(Ib) R=5.5 W= 25147 Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 2939. Stratton Lateral Analysis Wall ® Main Floor Wind Improtance Factor I= I Roof: Windward Leeward q I P Roof: (Coef.) (Coef.x A + Coef. x A) (@80) I (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 153 0.7 153 14.5 1 = 1486 P(15)= 0.62 0.3 117 0.7 117 14.5 1 = 1052 Wall: Windward Leeward q I P Wall: (Coef.) (Coef.x A + Coef. x A) (@75) I (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 .0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 152 0.5 152 14.5 1 = 1776 P (Total) _4315. Wind Govems Wall OD Upper Floor P (Total) = 2042 ' Wind Govems Seismic Roof Weight: Page 8 Pitch = Rise:Run Pitch Factor 4: 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) Wind 1749 x 16 = 29498 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Roof: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A). (@80) (lbs) P(30)= .0.76 0.3 0- 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (c@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14.5 1 = 1048 P(15)= 0.62 0.8 13 0.5 13 14.5 1 = 151.9 P (Total) = 2042 ' Wind Govems Seismic Roof Weight: Page 8 Pitch = Rise:Run Pitch Factor 4: 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 1749 x 16 = 29498 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 488 x 9 = 4392 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 33890 Base Shear (lb) V=(2.5xCaxIxW)%(1.4xR)= 3961 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 104 x . 9 = 936 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 15103 Base Shear (lb) V=(2.5xCazlx"/(1.4xR)=. 1765 Stratton Page 9 Lateral Analvsis Improtance Factor I= 1 Wall Garage Floor Wind Roof: Windward Leeward q I P - (Coef.) (Coef.x A + Coef. x A) (c@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3. 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 . 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14:5 1 _ 1048 P(15)= 0.62 0.8 155 0.5 155 14.5 1 = 1811 P (Total) = 3701/ Wind Governs Wall OE Main Floor Wind Roof: Windward Leeward q I P - (Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72.0.3 0 0.7 0 14.5 1. = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5. 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 .0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 64 0.5 0 14.5 1 = 534.5 P(20)= 0.67. 0.8 128 0.5 0 14.5 1 = '994.8 P(15)= 0.62 0.8 36 0.5 0 14.5 1 = 258.9 P (Total) 1788 Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 - 840 x 16 = 14167 Wall Weight: (Area)x(Wt..(psf)) = Wt.(Ib) 104 x 9 = 936 Floor Weight: (Area)x(Wt:(psf)) = Wt.(Ib) 468 x 12 = 5616 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 260 x 8 = 2080 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 22799 Base Shear (lb) V= (2.5 x Ca x 1 x W)/(1.4 x R) = 2665 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 .(Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 140 x 9 = 1260 Floor Weight: (Area)x(Wt-.(psf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 11514 Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 1346 u Stratton Lateral Analvsis Wall OE Cripple Wall Wind Roof: Windward Leeward q I P 420 x 9 = 3780 (Coef.) (Coef.x A + Coef. x A) (@80) 306 x 12 = 3672 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P . (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 64 0.5 0 14.5 1 = 534.5 P(20)= 0.67 0.8 128 0.5 0 14.5 1 = 994.8 P(15)= 0.62 0.8 192 0.5 0 14.5 1 = 1381 P (Total) = 2910 Wind Govems Wall @ Main Floor Wind Roof: Windward . Leeward q I P 420 x 9 = 3780 (Coef.) (Coef.x A + Coef. x A) (@80) 306 x 12 = 3672 (lbs) P(30)= 0.76-0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72-0.3 95 0.7 95 14.5 1 = 991.8 P(20)= 0.67.0.3 86 - 0.7 86 14.5 1 = 835.5 P(15)= 0.62 0.3 0 0.,7 0 14.5 1 = 0 Wall: Windward Leeward q 1 P . (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8 38 0.5 38 14.5 1 = 444.1 Wind Governs P (Total) = 2751 Seismic Roof Weight: Page 10 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 420 x 9 = 3780 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 306 x 12 = 3672 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 204 x 8 = 1632 Ca = 0.36 Total Wt.(Ib) 'R = 5.5 W = 19338 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2260 Seis is Roof Weight: Pitch = Rise:Run. Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 980 x 16 = 16528 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 136 x 9 = 1224 Floor Weight: (Area)x(M.(psf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total M.(Ib) R = 5.5 W = 17752 Base Shear (lb) V = (2.5 x Cax I x"/(1.4 x R) = 2075 Stratton Lateral Analysis Wall O Cripple Will Wind Roof: Windward Leeward q I P 408 x 9 = 3672 (Coef.) (Coef.x A + Coef. x A) (c@80) 612 x 12 = 7344 (lbs) P(30)= 0.76 0.3 .0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 .1 = 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8 210 . 0.5 210 14.5 1 . = 2454 Wind Govems O2 wo Fccx�� OGakAGZ 2 Z No Fmk Z GARAGE. 2- F L� O 6� OUL(PPL Or•1 a i n) I L�1O CL OGRA PPI. P (Total) = 4761 3. 5 + to �! t 6- = IOC Seismic Roof Weight: Page 11 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf))-= Wt.(Ib). 1.051 980 x 16 = 16528 Walt Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 408 x 9 = 3672 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 612 x 12 = 7344 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 204 x 8 = 1632 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 29176 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = . 3410 RAL FRCS 2.325 385 Il 28 � y?61 I►� P5 12- WALL.(D :2 AL�11VA, IAPA kA 13 38g s j 2 4A -TL cac) 3_ /i �V I NG Acs f : A Ccsn %_ sv) 1-;�l' �� 2�S C 5 ,4B' OV -- /� � s @ % " o.� . � r3�Ta�W . � �� p�.�- �� 1 �.,1-� S �r18Y �,�f •�crr &1� ; 0 3Y �i APA N:r1 PI—Y we o D s/DI X)GN C776Wl 8,4 G ALY-4,QI ZED b:�h 77�P P,,A--� AkkZ4,QRAGr, oV�v�l� - -NC5"owNs A'oA LL ,Q c;2Rr� ,Fr.=DIY �. �,Art:::)s,, z i \ s Cs - 5.S3 AS X 1,.1/- BaX ,Uri )l.S G 3 tic).c, :G AA AC�O-J`', P S (GK>�)srtmN vJAc.L�, J, —/7,,F— Ta SRT zz tz, Z'�� A • 3. s �� r� � ��LL � 5 3..3C�a7� u) R Iz- -r 77r TZ r/av �! hri 7'�jCJ % /Y,•�J ��+J\. .SW�� r�i70 I / �\ S'/7-•�y%l //1.'G '�� /�/ (/'�'V\ Ste? f VF, :- _.. - - AD ro 7J� PWkTfk, -r of SYs SuR��4C� . . . . _ o - - C,rt')G oVTvJ !NG a /YAl/I ���c, p /f a-VIbjn �f5 NA 1 Ll NG 121 P)A CC) pP NJZ4- u.-)-lr �% ,�R,. 2---f-21 zm - 1() <SAWAOIS.-.D 3.3 (7ptLs- Z3A Z --TA 7kL�s-/CXN ILL_ lz /T,P �3a?7"oM S �� " �� -L _. C\ ► A R Iia. L 3 L L z3AT-� . J E - �l h9A,7, GRADE I - 9' MAX. I BAC FILL I I I I I I I 4' PERF. I. PLASTIC PIPE 0— #4's @ 16' D.C. NOTE, IF LARGE ROCKS ARE ENCOUNTERED IN KEYWAY EXCAVATION, #4's MAY BE DRILLED AND EPDXIED TO 6' EMBD. NOTES: 2500 psi CONCRETE (MIN.) GRADE 40 REBAR (MIN.) 8' BLOCK 4's @ 8' O.C. 's @ 16' HORIZ. 12' BLOCK 's @ 16' O.C. #6's @ 16' O.C. ,-CENTERED BETWEEN LONGER DOWELS 4' SLAB #4's CONT. (TYPICAL X12'-4 RETAINING WALL FOUNDATION /12-31-04 GARAGE N.T.S. Frv-� JIM P U R S E L L ° 7 /8/04 PROJECT J STRATTON RESIDENCE Civil Engineer, R.C.E. 60924 NO SCALE 91 WALLY B LANE 5 Modrone Avenue, Suite B; Oroville, CA 95966 A.P.N. 069-380-021 J MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/09/04 Page: CANTILEVERED_ RETAIN ING.WALL_DESIGN Strat9 WALL FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 9.00 ft . Axial DL on Stem = 481 Of Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 719 plf Stem Above Soil = 0.00 psf Toe Width = . 3.00 ft ....Eccentricity = 0.00 in Add'1 Lateral Load _. 0.00 pplf Heel Width = 1.00 ft Surcharge over Toe = 50.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 4.00 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Note; Toe Surcharge Resists Overturning Key Depth = 25.00 in Key Width = 12.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 3.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in .. Ftg/Soil Friction = 0.35 ...Max Press. = 0.0 pcf Footing Width _ 0.00 ft Soil to Neglect = 0.00 inSlope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1486 # Backfill Slope = . 3.0 :1 Vert. Position of Ftg. Passive Pressure = 1231 # Passive Press. = 200.0 pcf ...Above/Below: [+/-] - 0.0 ft . Friction = 1015 # Soil'Density = 110.0 pcf Spread Footing ? No Add' 1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in ' SUMMARY FOOTING DESIGN Pressure @ Toe = 1375.1 psf Soil Press. Mult. Toe Heel PC = 2500 psi Pressure @ Heel = 184.0 psf By ACI Bq 9-1 = 2020 270ppsf Fy = 40000 psi ' Allowable Press. = 1500 psf Mu -Upward = 7122 0 ft-# Min. As.Percent = 0.0015 Ecc. of resultant = 6.11 in Mu -Downward = 1260 0 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 26.00 psi Mu -Design = 5862 0 ft-# Toe Heel Max. Shear @ Heel = 0.00 psi One -Way Shear: # 4 @ 8.15 0.00 in O/C Allow. Ftg Shear = 85.00 psi Actual = 26.0 0.0 psi # 5 @ 12.63 0.00 in o/c Factors of Safety: 'Allowable= 85.0 0.0 psi # 6 @ 17.93 0.00 in o/c Overturning = 1.83 :1 Cover over Rebar 3.00 0.00 in # 7 @ 24.45 0.00 in o/c Sliding = 1.51 :1 .= 'd' _ 9.00 12.00 in # 8 @ 32.19 0.00 in o/c Ru = Mu/bd'2 = 80.4 '0.0 psi # 9 @ 40.75 0.00 in O/C SUMMARY OFARCES & MOMENTS Overturning Moments Resisting Moments Origin of Force..., # ft ft-# # ft ft-# Active Soil Press. = 1500.0. 3.33 5000.0 0 0 0 Soil over Heel = 0 0 0 0.0 0.00 0.0 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = -13.6 0.50 -6.8 150.0 1.50 225.0 Axial Load on Wall - 0 0 0 481.0 3.50 1683.5 Load @ Proj . Wall = 0.0 ` 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 855.7 3.41 2917.8 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 604.0 2.00 1200.0. ' Key Weight = 0 0 0 312.5 3.50 1093.7 Vertical Component of Active Pressure = 0 0 0 500.0 4.00 2000.0 Totals = 1471.4 # 4988.2 ft-# 2899.2 # . 9120.0 ft-# Resisting Totals Used For Soil Pressure 2399:2 # 7120.0 ft-# (Vert. Component of Active Pressure Removed) (continued on neat page.'...) V4.4C1 (c) 1983-96 ENERCALC MICHAEL t4O0NEY, KJi-0601576 1 ° MICHAEL MOONEY CIVIL ENGINEER ,! RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OAOVILLI�, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN Strat9 (.....continued) SM SMY Top.Stem: From 8.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 8.00in, d: 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.0in Mactual = 5.0 <= 1151,5ft-# Vactual = 0.16 <= 19.36psi Interaction Value = 0.100 Second Stem From 5.00ft to 8.00ft 8.00in Masonry w/ # 4 @ 8.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi 1DF= 1.00, n= 25,78 Solid Grouted„No Spec. Insp.. Wall Wt.= 75.00psf, Bar Embed= 12,Oin Mactual = 320.0 <= 1151.5ft-# Vactual : 2.63 <= 19.36psi interaction Value = 0.394 Third Stem From 3.33ft to 5.00ft 8.00in Masonry w/ # 4 @ 8.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 21.8in Mactual = 911.4 <= 1151.5ft-# Vactual = 5.29 <= 19.36psi Interaction Value = 0.924 Fourth Stem From. 2.00ft to 3.33ft 12.00in Masonry w/ # 6 e 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embeds 15.6in Mactual = 1715.0 <= 2911.7ft-# Vactual = 5.28 <= 19.36psi Interaction Value = 0.683 1.33 Bottom Stem From O.00ft to 4 -.Oft 12.100in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm= 1500.0psi, Fs= 22000.Opsi IN= 1.00, n= 25.78 Solid Grouted„No Spec. Insspp Wall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 3645.0 <= 3659.9ft-# Vactual = 8.73 <= 19.36psi Interaction Value = 1.107 3" C.N.U., Sol ld Grout - 4 (.w 3- Ver 0'40 24-HGr12 �6u V- ' o- C.N.U., s k S- Ver w4 0, 24" Hor12 Date: 07/08/04 V- o- 7 4'0 PE PLASTIC P I---12'� RETAINING WALL FOUNDATION 6 N.T.S. QROFE IpN W O 924 Exp. 2-31-04 JIM P U R S E L L ° 7/9/04 PROJECT STRATTON RESIDENCE Civil Engineer, R.C.E. 60924 No SCALE 91 WALLY B LANE 5 Modrone Avenue, Suite B, Oroville, CA 95966 A.P.N. 069-380-021, 'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN StratS WALL & FOOTING DATA LATERAL LOADS VERTICAL LOADS Retained Height _ 5.00 ft Axial DL on Stem = Wall Ht. above Soil = 0.50 ft Axial DL on Stem = Toe Width = 1.00 ft ....Eccentricity = Heel Width = 1.67 ft Surcharge over Toe = Total Footing Width = 2.67 ft Surcharge over Heel = Footing Thickness. - 12.00 in - Key Depth = 6.00 in Key Width = 12.00 in SOIL DATA Toe to Rey Dist. = 1.00 ft Allowable Bearing = SLIDING CHECK Active Lateral Ftg/Soil Friction = 0.35 . .....Max Press. _ Soil to Neglect = 0.00 in .... Slope Press. _ Lateral Pressure - 602 # -Backfill Slope = - Passive Pressure = 225 # Passive Press. _ Friction = 681 # Soil Density = Add'1 Force Required = 0.0 # Soil Ht over Toe = SUMMARY Pressure @ Toe = 1439.0 psf Soil Press. Mult, Toe Pressure @ Heel = 131.2 psf By ACI Eq 9-1 = 2087 Allowable Press. = 1500 psf Mu -Upward = 925 Ecc. of resultant = 4.45 in Mu -Downward = 105 Max. Shear @ Toe = 4.14 psi Mu -Design = 820 Max. Shear @ Heel = -1.75 psi One -Way Shear: Allow. Ftg Shear = 85.00 psi Actual = 4.1 Factors of Safety: Allowable = 85.0 Overturning = 2.65 :1 Cover over Rebar = 3.00 Sliding = 1.50:1 V = 9.00 Ru = Mu/bd"2 = 11.3 SNIARY OF FORCES 0IBNTS Overturning Moments Origin of Force... # ft ft-# Active Soil Press. = 601.9 2.11 1270.9- 270.9Soil Soilover Heel = 0 0 0 Soil over Toe = -15.0 0.33 -5.0 Sloped Soil @ Heel = 0 0 0 Adjacent Ftg. Load. = 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 Surcharge over Toe = 0.0 0.00 0.0 Axial Load on Wall .. - 0 0 0 Load @ Proj. Wall = 0.0 0.00 0.0 Averaged Stem Wts. = 0 0 0 Added Lateral Load = 0.0 0.00 0.0 Footing Weight = 0 0 0 Key Weight = Vertical Component 0 0 0 of Active Pressure = 0 0 0 Totals 586.9 # 1265.9 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) Date: 07/08/04 Page: ADJA( 1500 psf Vertical Load 30.0 pcf Load Eccentricity 0.0 pcf Footinngg Width 0.0 pcf Ftg. CL to Wall 3.0 :1 Vert. Position of Ftg. 200.0 pcf ...Above/Below: (+/-] 110.0 pcf Spread Footing 0.00 in FOOTING DESIGN Heel f 1 c 190 sf 215 t-# Min. As Percent 853 ft-# Omit SP Under Heel -637 ft-#. Toe # 4 @ 15.87 1.7 psi # 5 @ 24.60 85.0 psi # 6 @ 34.92 3.00 in # 7 @ 47.62 9.00 in # 8 @ 48.00 8.7 psi # 9 @ 48.00 Resisting bats - # ft 0 0 551.8 2.17 0.0 0.00 18.5 2.34 0.0 0.00 0.0 0.00 0.0 0.00 286.0 1.33 0 0 412.5 1.33 0 0 400.5 1.34 75.0 1.50 200.6 2.67 1944.9 # 1744:3 # u.0 R . 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi = 0.0014 ? No Heel 15.87 in o/c 24.60 in o/c 34.92 in o/c 47.62 in o/c 48.00 in o/c 48.00 in o/c ft-# 0 1196.6 0.0 43.1 0.0, 0.0 0.0 381.3 0 550.0 0 534.7 112.5 535.7 3353.8 ft-# 2818.2 ft-# (continued on next page....► LATERAL LOADS 286 plf Lateral Load Acting on 352 plf Stem Above Soil = 0.00 psf 0.00 in Add'1 Lateral Load = 0.00 pplf 0.0 psf Dist to Load Start = 0.00 ft 0.0 psf Dist to Load End = 0.00 ft ADJA( 1500 psf Vertical Load 30.0 pcf Load Eccentricity 0.0 pcf Footinngg Width 0.0 pcf Ftg. CL to Wall 3.0 :1 Vert. Position of Ftg. 200.0 pcf ...Above/Below: (+/-] 110.0 pcf Spread Footing 0.00 in FOOTING DESIGN Heel f 1 c 190 sf 215 t-# Min. As Percent 853 ft-# Omit SP Under Heel -637 ft-#. Toe # 4 @ 15.87 1.7 psi # 5 @ 24.60 85.0 psi # 6 @ 34.92 3.00 in # 7 @ 47.62 9.00 in # 8 @ 48.00 8.7 psi # 9 @ 48.00 Resisting bats - # ft 0 0 551.8 2.17 0.0 0.00 18.5 2.34 0.0 0.00 0.0 0.00 0.0 0.00 286.0 1.33 0 0 412.5 1.33 0 0 400.5 1.34 75.0 1.50 200.6 2.67 1944.9 # 1744:3 # u.0 R . 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi = 0.0014 ? No Heel 15.87 in o/c 24.60 in o/c 34.92 in o/c 47.62 in o/c 48.00 in o/c 48.00 in o/c ft-# 0 1196.6 0.0 43.1 0.0, 0.0 0.0 381.3 0 550.0 0 534.7 112.5 535.7 3353.8 ft-# 2818.2 ft-# (continued on next page....► . "MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 a i 5A MADRONE AVE OROVILLE, .CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN Strat5 Date: 07/08/04 ( ..... contimled) S'10+] SMRY Top Stem: From 4.00 ft to Top of Wall 8.00in Masonry 8" C.M.U., Solid Grout w/ # 4 @ 16.00ln, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi a 16" Vert CL LDF= 1.00, n= 25.78 "4'wa4l,Hurtz Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin a c.M.u., Sol .e trout Mactual = 5.0 <= 521.2ft-# - 4 4- 16" Bert Vactual = 0.16 <= 19.36psi =44b 24" Horiz Interaction Value = 0.065 Second Stem From 3.00ft to 4.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in M f'm= 1500.OpS1, FS= 22000.OpS1 HEEL (top) : 4 o.c. LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. TUE (bot) : qso Wall Wt.= 75.00psf, Bar Imbed= 12.Oin 4 Hoklz. AS SHOWN Mactual = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi Interaction Value = 0.137 Third Stet From 2.00ft to 3.00ft . 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Imbed= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 <= 19.36psi Interaction Value = 0.326 Fourth Stem From 1.00ft to 2.00ft B.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 320.0 <= 905.4ft-# Vactual = 2.63 <= 19.36psi Interaction Value = 0.427 Bottom Stem From O.00ft to 1.00ft B.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp: Wall Wt.= 75,00psf, Bar Embed= 6.0in Mactual = 625.0 <= 905.4ft-# Vactual = 4:11 <= 19:36psi Interaction Value = 0.772 Page: A t ` Jim Pursell Civil Engineer RCE 60924 Date 07/02/04 Job Number: 104-01-06 Job Name: Stratton Residence Assessor Parcel No: 069-380-021 Analysis: 2001 CBC Dead Loads Live Loads Roof Comp. 6.0 1/2" O.S.B. 1.8 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.2 16.0 psf. 16 psf. Wall: 5/8!'T- I 11 2:0 Framing 3.5 1/2" Gypsum 2.5 Insulation 1.0 9.0'psf Floor: Flooring 3.5 3/4" plywood 2.5 Insulation 1.0 1 -joists 3.5 1/2" Gypsum 1.5 12.6 psf. 40 psf. Lateral Loads Wind: P=C,CggI where Exposure B Ce 0.62 @ 15 feet Cq 0.3" in/0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CaIW/1.4R where Ca 0.36 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.35 200.0 Page #1 ������ Z,j� q= 14.5 psf @ 75 mph I= 1 'A V aM G,R y /v f (f t z = 7.7 P-rNcs, ('67 c� r _f_ s7� wA ZN14-<h 13 Cqo ,JOB 1, _ _ ��� _ 53663Y . 8 Z- 6 s.5�3�ci� S YY (�aoo� �Jc-GLUz-" r, `Tri &-1C, ;' C,� S �i(s ' * �A -�A (Ivk)l: 4:4 ce. 3Sq u�5 p�f otz bA/ > 5 v �x� `11ym,�� @_ boc�si s p rr iw-1 a 30 Sc� .c �5. bA FTS fS.�Z-I� vs� 36aWf ,�' b�.�- �jr /Ckv/ Ls (/2 -5�, R �'- L 1 Z b 3 Z.6)'- zz Z7(X �7` i 9-'-/ c-- lC-�s - � s i' `, ------------------------ QL CDCf) Z4/ cvg< L.P�UV-�,R Hl-s-rA (C IS 3 (3�) 4- 86CT) + = ?- 3 2- A, AT, <2 ZEE 6 AA% p- p k -IUA IL - JC) 'E --\- 16J L/ Stratton Lateral Analysis Wall T'= (2) @ 2nd Floor Page 7 Improtance Factor 1=1 P (Total) ; = 2325 Wind Govems WallJ = 0 @ Garage Floor Wind Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) Wind 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(lb) P Roof: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@80) 1 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)= 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P P(30)= (Coef.) (Coef.x A + Coef. x A) (@75) 1 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 b.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 : = 682 P(15)= 0.62 0.8 18 0.5 18. 14.5 1 = 210.4 P (Total) ; = 2325 Wind Govems WallJ = 0 @ Garage Floor Wind Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(lb) P 144 x 9 = 1296 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (@80) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0.76 0.3 0 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 15463 Base Shear (Ib) V = (2.5 x Cax I x "/(1.4 x R) = 1807 Improtance Factor I= 1 Roof: Windward Leeward q I P 404 x a;= 3636 (Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)= 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62 0.8 180 0.5 108 14.5 1 = 1780 P (notal) _ /38 5/ Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf))=' Wt.(Ib) 404 x a;= 3636 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 468 x 12 = 5616 Deck Weight: (Area)x(Wt.(psf)) = Wt.(lb) 216 x 8 = 1728 Ca = 0.36 Total Wt.(lb) R = 5.5 W = 25147 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2939 v Stratton Lateral Analysis Wall O4 Main Floor Wind Improtance Factor I= I Roof: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@80) Floor Weight: (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= - 0.67 0.3- 153 0.7 153 14.5 1 = 1486 P(15)= 0.62 0.3 117 0.7 117 14.5 1 = 1052 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 152 0.5 152 14.5 1 = 1776 P (Total) = /4-315/ Wind Govems Wall OD Upper Floor Wind Roof: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A). (@80) Floor Weight: (lbs) 0(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3. 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14.5 1 = 1048 P(15)= 0.62 0.8 13 0.5 13 14.5 1 = 151.9 Wind Govems P (Total) _ 2042/ 4 Seismic Roof Weight: Page 8 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 1749 x 16 = 29498 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 488 x 9 = 4392 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= .0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 33890 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 3961 Seismic Roof Weight: Pitch'= Rise:Run Pitch Factor 4 : 12 = 1:05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 104 x 9 = 936-.. Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 15103 Base Shear (lb) V = (2.5 x Cax I x W)/(1.4 x R) = 1765 r� Lateral Analysis. Stratton Page 9 Improtance Factor 1=1 Wall OD Garage Floor Wind Seismic Roof. Windward Leeward - q I P 104 x 9 = 936 (Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) , P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7. 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 . 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5- 83 14.5 1 = 1048 P(15)= 0.62 0.8 155 0.5 155 14.5 1 = 1811 P (Total) = 3701/ Wind Govems Wall OE Main Floor Wind Roof:. Windward Leeward q I P 104 x 9 = 936 (Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 64 0.5 0 14.5 1 = 534.5 P(20)= 0.67 0.8 128 0.5 0 14.5 1 = 994.8 P(15)= 0.62 0.8 36 0.5 0 14.5 1 . = 258.9 P (Total) = 1788 Wind Govems Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 104 x 9 = 936 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 468 x 12 = 5616 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 260 x 8 = 2080 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 22799 Base Shear (lb) V (2.5 x Ca x I x W)/(1.4 x R) = 2665 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) .1.051. 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 140 x 9 = 1260 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 11514 Base Shear (lb) V = (2.5 x Ca x I x M/(1.4 x R) = 1346 Stratton Lateral Analysis Wall OE Cripple Wall Wind Roof: - Windward Leeward Wall Weight: q I P Floor Weight: (Coef.) (Coef.x A + Coef: x A) (@80) Deck Weight: (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward = 0 q I P (Coef.) (Coef.x A. + Coef. x A) (@75) (lbs) P(30)= .0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 64 0.5 0 14.5. 1 = 534.5 P(20)= 0.67 0.8 128 0.5 0 14.5 1 = 994.8 P(15)= 0.62 0.8 192 0.5 0 14.5 1 = 1381 P (Total) = 2910 Wind Govems Seismic Roof Weight: Page 10 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.05.1 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P 420 x 9 = 3780 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + 306.x 12 = 3672 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (lbs) 204 x 8 = 1632 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 19338 Base Shear (Ib) V = (2.5 x Ca x I x "/(1.4 x R) = 2260 Wall O3 Main Floor Wind Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@80) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 4 : 12 = 1.05 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= -0.62 0.3 0 0.7 0 14.5 1 = 0 1.051 980 x - 16 = 16528 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 136 x 9 = 1224 Wall: Windward Leeward q I P Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 0 x 12 = 0 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P(25)= 0.72 0.8 0 0.5 0 14.5 1= 0 0 x 8= 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8. 38 0.5 38. 14.5 1 = 444.1 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 17752 P (Total) = _2751 /- Base Shear (lb) Wind Govems V = (2.5 x Ca x I x W)/(1.4 x R) = 2075 Stratton Lateral Analysis Wall O Cripple Wall Wind Roof: Windward Leeward q I P PA N LS (Coef.) (Coef.x A + Coef. x A) (@80) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8 210 0.5 210 14.5 1 = 2454 P (Total) = 4761 Wind Govems Seismic Roof Weight: Page 11 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 980 x 16 = 16528 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 408 x 9 = 3672 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 612 x 12 = 7344 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 204 x 8 = 1632 Ca = 0.36: Total Wt.(Ib) R = 5.5 W = 29176 Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 3410 PA N LS %SAL I �R C �o O?F,.� 3..5+tof-c�-5= �8 ' 2-325 OGa�G� zj O O'AfAt.)z .. r _ + 13 .2-3-5 , 2� f ` t4-0. 2a1�11 9'4 D /tOC (-rA (3 .2.3 1� -2 C SPA kA 4,�K4 ���i ulwl�G W 4-Alrr �r.� 3S�t 5 - l < /Go p2-� �7• �� -23A -TL Z" A 35s y� �LL A^� (,�13 , .U- /,�� �z- 6 SY2 FbvvDA7loN Wice, _ 2-0, 2! � -1 - , - 1 —� r -- = 2--ll-I-1);4 cSc) L 13\ APA kT7r-� pt,Yocc- aD :s�twuc T-�l(� w/ GAI-V4,-)iF_ZZ X Gcz LL c4b) upp-,Zra-, R-Qch� z.7p . g.iv►x - � .. ; ZL. a 3TC ------------ 74 6 s'/��`'-� /a - 3_ � ��.,, �► ��T� �' � _ X30 � ------------------ . �s3 1 'V 3 s ZZ Rim Zp Ok <--VA�ru,Rj i k)c, 0)+�X c 7. =, 0 r� L v� G) 0' I � � G p LA , o F _L P fl Ul-_ 0 r� L v� G) 0' I p IA F 16 4 W14-. (�D --------------- 61 41 Cq GVA LL- �lPP(� GSALL ,g 1,3 3/ APA k� Zrf� P/-Yb-')oo-a s/L Cr 3 3 A.7cS'T- A, a ;< C.1 (7'-Aa.� Z_-�A -7 T y r -%a/ 7--/// e 7A u !r -- L - IJ W r-- ALA LL— i z3A-�/I- e— `i `�✓ �'`�- l`CRZ lV t lja C7 M Pb1A,( PLAT G.�l At'�-� a�Jrirl.-. C� �Y /�U�f'��-�I �,U.� _ .C�.�✓ /vUc�vU� -1''S,<7'iv/L". of PASI 1. - �' M S(%zS 2- h` Jim Pursell Civil Engineer RCE 60924 Date: 07/02/04 Job Number: 104-01-06 Job Name: Stratton Residence Assessor Parcel No: 069-380-021 Analysis: 2001 CBC Dead Loads Live Loads Roof: Comp. 6.0 1/2" O.S.B. 1.8 Framing 5.0 Insulation 1.0 1/2" Gypsum 2.2 16.0 psf. 16 psf. Wall: 5/8" T-111 2.0 Framing 3.5 1/2" Gypsum 2.5 Insulation 1.0 9.0 psf. Floor: Flooring 3.5 3/4" plywood 2.5 Insulation 1.0 I joists 3.5 1/2" Gypsum 1.5 12.0 psf. 40 psf. Lateral Loads Wind: P=C,CggI where ' Exposure B Ce 0.62 @ 15 feet Cq 0.3" in/0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V=2.5C,IW/1.4Rxhere Ca 0.36 I= 1 R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.35 200.0 Page #1 q= 14.5 psf @ 75 mph I= 1 <`At r a j �L Lin q 41 ! .I Q t� m E d I 1 i ko 4 i ld V j N ZL O \� Lin q 41 ! .I Q t� m E d I 1 i ko 4 i ld V j N ZL Lin q 41 ! .I Q t� m E d I 1 i ko 4 i ld V j N c 1'�TI�UG �i7'AL Z -OA -p -% 7z-,�7-S -15 ' Z S oa t q U O xfzs S F... 4:4 -I-R4Mnhtk, .. _ A/30C _ 3S`1 ol2. p �SSt>i�t %K6 3 A + 2Cs-5)) 1500 b 3 S0/_z.5)� = i I I Y �S s y rl Co NC T r-Bt--,At"ova IZ r 2-3 I -SG- wx 3c� -- ri J(F 'ro cq f j4:-�ZNJC'->rGI' L P Po /G�JI Stratton Lateral Analysis Wall1O = ( @ 2nd Floor Page 7 Improtance Factor I= 1 Wind Govems Wall 1O = 2O @ Garage Floor Wind P (Total) = 2325 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) Wind 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P Roof: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(lb) (Coef.) (Coef.x A + Coef. x A) (@80) 1 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)=. 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P P(30)= (Coef.) (Coef.x A + Coef. x A) (@75) 1 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62 0.8 18 0.5 18 14.5 1 =. 210.4 Wind Govems Wall 1O = 2O @ Garage Floor Wind P (Total) = 2325 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P 144 x 9 = 1296 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (@80) 0x 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(lb) 0.76 0.3 0 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 15463 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = 1807 Improtance Factor I= 1 Roof: Windward Leeward q I P 404 x 9 = 3636 (Coef.) (Coef.x A + Coef. x A) (@80) 468 x 12 = 5616 (Ibs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 100 0.7 100 14.5 1 = 1044 P(20)= 0.67 0.3 40 0.7 40 14.5 1 = 388.6 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 54 0.5 54 14.5 1 = 682 P(15)= 0.62 0.8 - 180 0.5 108 14.5 1 = 1780 P (Total) _ -3:8:9 / Wind Govems Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 404 x 9 = 3636 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 468 x 12 = 5616 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 216 x 8 = 1728 Ca = 0.36 Total Wt.(Ib) R.= 5.5 W = 25147 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2939 v Stratton Lateral Analysis Wall. ® Main Floor Wind Page 8 Improtance Factor I= I Seismic Roof:. Windward Leeward q I P 104 x 9 = 936 (Coef.) (Coef.x A + Coef. x A) (@80) Ox 12= 0 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 153 0.7 153 14.5 1 = 1486 P(15)= 0.62 0.3 117 0.7 117 14.5 1 = 1052 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 152 0.5 152 14.5 1 = 1776 P (Total) _ � /� Wind Govems Wall OD Upper Floor Wind Roof: Windward Leeward q I P 104 x 9 = 936 (Coef.) (Coef.x A + Coef. x A) (@80) Ox 12= 0 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q 1 P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14.5 1 = 1048 P(15)= 0.62 0.8 13 0.5 13 14.5 1 = 151.9 P (Total) = �2042 Wind Govems Roof Weight: Pitch = Rise:Run Pitch Factor 4: 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 1749 x .16 = 29498 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 488 x 9 = 4392 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Ox 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Ox 8= 0 Ca = 0.36 Total Wt.(Ib) R-5.5 W = 33890 Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 3961 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 104 x 9 = 936 Floor Weight: (Area)x(M.(psf)) = Wt.(Ib) Ox 12= 0 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Ox 8= 0 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 15103 Base Shear (lb) V=(2.5xCaxIxM/(1.4xR)= 1765 Stratton Lateral Analysis Wall O Garage Floor Wind Improtance Factor I= 1 Roof: Windward Leeward q I . P P (Coef.) (Coef.x A + Coef. x A) (e@80) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 . 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P = 0 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76-0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 62 0.5 62 14.5 1 = 841.5 P(20)= 0.67 0.8 83 0.5 83 14.5 1 = 1048 P(15)= 0.62 0.8 155 0.5 155 .14.5 1 = 18.11 P (Total) = 3701/ Wind Govems Wall OE Main Floor Wind Roof: Windward Leeward q I P Floor Weight: (Coef.) (Coef.x A + Coef. x A) (@80) Deck Weight: (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62:0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 64 0.5 0 14.5 1 = 534.5 P(20)= 0.67 0.8 128 0.5 0 14.5 1 994.8 P(15)= 0.62 0.8 36 0.5 0 14.5 .1 = 258.9 P (Total) =1788 Wind Govems Seismic Roof Weight: Page 9 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psO) = Wt.(Ib) 1.051 840 x 16 = 14167 Wall Weight:. (Area)x(Wt.(psO) = Wt.(Ib) 104 x 9 = 936 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 468 x 12.= 5616 Deck Weight: (Area)x(Wt.(psO) = Wt.(Ib) 260 x 8 = 2080 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 22799 Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 2665 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05. (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psfl) = Wt.(Ib) 140 x 9 = 1260 Floor Weight: (Area)x(Wt.(psO) = Wt.(Ib) 0x 12= 0 Deck Weight: (Area)x(Wt.(pso) = Wt.(Ib) 0x 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 11514 Base Shear (lb) V = (2.5 x Ca x I x M/(1.4 x R) = 1346 Stratton Lateral Analysis Wall OE Cripple Wall Wind Roof: Windward Leeward q I P P (Coef.) (Coef.x A + Coef. x A) (@80) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward . Leeward q I P = 0 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76.0.8 0 0.5 0 14.5 1 = 0 P(25)= -0.72.0.8 . 64 0.5 0 14.5 1 = 534.5 P(20)= 0.67 0.8 128 0.5 0 14.5 1 = 994.8 P(15)= 0.62 0.8 192 0.5 0 14.5 1 = 1381 P (Total) = 2910 Wind Govems Wall (�) Main Floor Wind Roof: Windward Leeward q 1 P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@80) Floor Weight: (lbs) P(30)= - 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9. P(15)= 0.62 0.8 38 0.5 38 14.5 1 = 444.1 P (Total) =2751 -Wind Govems Seismic Roof Weight: Page 10 Pitch =. Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 608 x 16 = 10254 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 420 x 9 = 3780 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 306 x 12 3672 Deck Weight: (Area)x(Wf.(psf)) = Wt.(Ib) 204 x 8 = 1632 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 19338 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2260 Seismic: Roof Weight: Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.051 980 x 16 = 16528 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 136 x 9 = 1224 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x 12= 0 Deck.Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 0x . 8= 0 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 17752 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2075 V Stratton Lateral Analysis Wall O3 Cripple Wall Wind Roof: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@80) Floor Weight: (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 95 0.7 95 14.5 1 = 991.8 P(20)= 0.67 0.3 86 0.7 86 14.5 1 = 835.5 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) .(@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 * 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 38 0.5 38 14.5 1 = 479.9 P(15)= 0.62 0.8 210 0.5 210 14.5 1 = 2454 Wind Govems OGARnG� GAPAG� P (Total) =4761 _�P, PAIJ`'r s 3. s + to S = �8 Seismic Roof Weight: Page 11 Pitch = Rise:Run Pitch Factor 4 : 12 = 1.05 (Pitch factor)x(Area)x(Wt.(psf)) = WL(lb) 1.051 980 x 16 = 16528 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 408 x 9 = 3672 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 612 x 12 = : 7344 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 204 x 8 = 1632 Ca = 0.36 Total Wt.(Ib) R ='5.5 W = 29176 Base Shear (Ib) V=(2.5xCaxIxW)/(1.4xR)= : 3410 z3Zs �� 38CI5 /I g' ?88 /6 g f 5 = l3' ..zglo rb + 13 = z3 s� z i5/ l� P5 1 �3 2 SPER r _ lZc� .0 O �,� (rA C3l,� S PA �,a�-gyp p�,�/G � .1;/bl C%n �"��1� 6y/ 4: I; Ad 2 C�Y� iu.1z,V lJ�G w 0l )(1 4J ��3 13 s % < /Go P3 -TL 1-1 �) cac) L A 35s�'� y� 7 S_ Iz = h r ..0 i r F_I_Y Opt- 6AZOV r �z i� c 7L N rn P ©i x o � v y N � vzr ' lip C \ N ©i x o G'���GL.-O GARtac � ��cd� .3 TO - Nfi� UNIT S� �l3 /S _ < 3/o PQM 6A S[.�F- /5-33 3��"c' PJM Pq>v -�35z t�.qi� � R�� Jo►Si 5.33�z�l� /I 5z - / ��,6 �o-c_ 3.33. -1,/ -� My =0 \ Z �c X7,? <7.<>: t [� � 'J• �a ccvi7 /c�, K'T4�.` � -�-D,D � Y/ c�•'V S;V� r� Gt% � D.�s / G � = 1 71✓i s /s A S7'QL-r--Yv L_ <ZA,b;)-� w/ 541 57-TAl /A)G Nroe�TA41N OF IYs .SuRF�4<�.. To <Z42V-C.�< Xa k S7'�s-�-GTG R, 7— /ZZAAIIQ� zc, vNrYs�sz = /780=� �.zyo,Dj (T4-3.1-.G--��I► Ste;` F r7- PCR b;LT A. �Jt::4ILjNG 3i o'o-C C41 ts C LL �J� I'Pl� r)'� �- L-- tVA . . r�APA kicZrff�,Z r ll.'s 42. 3 55 0.� A . �s rc� '� _ '---;N�; _ -9 S.33 O Y �Tv.� ! ✓JG � o� A ��%�� � � l N� I� QCT I � I�% ; Am, n1 z o -78 Z qo pk-�- C-r,4-3ts- 2-3A --I- 4�6 ( . = // s. �u X6'0 I it COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�D ` PERMIT 0. (Rev.12/96) APPLICATION AND PERMIT �-- ASSESSOR PARCEL NUMBER ,. 069-380-021 ZONING AR1 BUILDING PERMIT OWNER RALPH BROWER TELEPHONE 990-0040 SO. FT. OCC. BUILDING VALUATION 404 21,816.00 . OWNERS MAIUNG ADDRESS 91 WALLY B, OROVILLE 95966 654 C 8,502.00 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE RETRUSE HOUSE REROOF, REMODEL 5,000,00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 35 318.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 323.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 210.28 BUILDING ADDRESS SAME Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 576.78 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFO Duplex ❑ Mobilehome ❑ Other X SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IR Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REMODEL AND RETRUSS HOUSE, ADDITON Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR UE Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.a License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. sG OR ADONS. ( a ACC. BLDs. 3.5¢x: N..R.,oT. ANICHMULTI-O CIRCUITS @7,50 SIPONGLE OUTLET CIR.WER APPARATUS 20�'00 Ex. Occu ounETORFaTLIREs BAL @ .50 Ex. Occup. OuxTLEEOTg PEESS,6.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 31.45 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S 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.) `0 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo comply with those provisions. ?� Date 2 --c `C'0 S. ature of pplicant - ❑ Owner ❑ Contractor 13 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ 54.23 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 7 PERMIT EXPIRES ON we Receipt No. -- 17 WHITE-D.D.S.-B.D. CANARY -ASSESSOR f I PINK -INSPECTOR GOLDENROD -APPLICANT a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDiNG DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. Rev.12/96) IAPPLICATION AND PERMIT 0-/ ,- ASSESSORPMCEINUMeEAQ� -z:7 ,�O� zO,"N° C�'� BUILDINGPERMIT OWNER SO. FT. OCC. BUILDING VALUATION OWNERS MAfUNG AD RES. ' J CONrRACTOR•S 6KmE F TELEPHOWE CONTRACTOR'S MAILING ADDRESS - , ff, 0 1V CONSTRUCTION LENDER J-.DEB'S MAILING ADDRESS Fre lace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flip Fee $ 20.00 Permit Fee • �50 $ ARCHITECT OR ENGINEERS MAKING ADDRESS Plan Checking Fee 0 $ 1 suiLDwGADDREss Energy Plan Checking Fee $ s �J©�J (✓ moi/$ PERMIT FEE S LOT NO. _ SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation] ❑ Other ❑-y/) Describe Work: GU�D/AF-1-- -� orf—% 1 C/ Gas piping system 1 - 5 0 15.00 Buildingsewer 15.00 Mobile S G W Q20.00 PERMIT FEE $ El ECT, R!CAL PERMIT I Fling Fee 20.00 acoMain Service .0A OR LESS 23.00 S. `7 f" � r r Receipt No. WHITE-O.O.S.-8.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST.(OR OWELLING ffUP. 3.5¢So. C J 6 MU OIJTLET 97.50 NON-RD. �C POWER APPAfUTUS SINGLE OUTLET CIR. 20l Ex. Occup. OUTLET OR FOMAES SAL (P I b Ex. Occup. oF"IimFTs AL1D.OEIL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 2 0 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ (� Energy Inspectin Fee $ COVPETO AL FEE $ HA2. D. PEES IM FLOOD COf qB P;111 pp HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON el - Ni r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 0 CA WS Building Department No. A.P. Number ' 0�.( Jurisdiction: City County Property Owner Property Location/Address Subdivision Lot No. .................................................................................................................. Residential Development € Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) units Installation Conversion Permit # *(No foundation inspection): Commercial/Industrial New Addition Building bepartmenf-Representative mans reviewea oy acnooi uistnct Sq. Footage (Including Exterior Roofed Areas) f -ado Date District Identification No. 4% 33 e School District certifies that< (Applicant) I. Ill t Oft40 (street Address) J ' �z. (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. o� 6S by payment of $ representing Lk -0A square feet. 1FABi 2926 s FULL MITIGATION $ School District Representative Date Paid by'Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s 00/98)dmm :{'V�1'�ir iAti. 7..,.+"+f" `t�'YM:rA� i' t�i��'"^' kf ii�"'"-'*'�"*�: r �^'",ni;Sttll•�,,,� --?': J'iP'M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL Proposed building Use: AM, � 1�— Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to peiprolgssing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 118. --- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 9 anufactured Home data and installation instructions including Tie Down Specifications .----------------- eesof $ �5_3 ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule.-�{-D�}- t4 ---------------------------------------------- W 0 t V4=nitation ornia Department of Forestry planapproval/fees.--------------------------------------------------------- a•_ ,. 1113 elevation certificate.-------------------------------------------------------------� ------------------------- / and plot plan approval_ Health Department. ------------------------------------------- .SU ❑ 15. City of Chico plumbing permit. ------------------------------------------------ ----------------- 0 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, -0 Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on .(Date) 1321. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ r ❑22 Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----77------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ------------------------------------------------- 11.26. ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- 9. ❑433 A, []Grant Deed, ❑ M.H. Title ❑ Check to H.C.D $ Other:!261i M��447"I"R------- 1� Q*tL When you issue the permit, process as follows ❑ Mail to owner, ❑M it to contractor. `Telephone— �'(� and hold for pickup at dice. ❑ Deliver with inspector. Appli201��ir �/G��/ Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire D t, Pol ution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, Date: By: 1. Index permit application for the above items numbered: /Y ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required y l phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. A� At .. -N7 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan ARachad yt Sant to B.D. 9� UJJ Ls�r C 9 - �90 --)71-1 Owner tocation AP# Plan Approved for: Sewage Disposal � Water Supply: Public Private Well Clearance for dwelling. Other p d ► f\e G' +t, -L-.j o ",- , \� vii "q , '4— Hold— Hold final for: Final clearance O.K. for: NOTE: Environmental Health Speci 8/96 Date I TABLE OF CONTENTS TOC ------------------------------------------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* �%6 -��qlz� Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes ,--; 7, S P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 by Enercomp, Inc. ----------------------------------------------------------=-------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File-BROWER Program -TOC I User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page ADDITIONS ................. 1 FORM CF -1R ................ 2 FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING ............... 11 E_X f5T I ki &, 1DL_1)6� 41,-v I -r► C)LJ ADDITION WORKSHEET Page 1 ADD ------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 by Enercomp, Inc. _________________ MICROPAS5 v5.10 File-BROWER Program -ADDITIONS User#-MP1829 User -Endeavor Homes Run-BROWER ---------------------------------------------------------------------------- -- ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE ---------------------------------------------------- EXISTING File Name .................. BROWER - BROWER Conditioned Floor Area..... 1383 sf Standard Design Energy Use. 51.41 kBtu/sf-yr Proposed Design Energy Use. 94.89 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. BROWER2 - BROWER Conditioned Floor Area..... 1790 sf Standard Design Energy Use. 46.89 kBtu/sf-yr Proposed Design Energy Use. 73.88 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio ---------- ------------- 1383 / 1790 ------- = 0.773 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard ------------- Ratio Proposed Standard Design 46.89 + ------- 0.773 -------- x ( 94.89 -------- - 51.41) = -------- 80.48 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. ------------------------------------ ADDITION/ALTERATION ENERGY USE SUMMARY = _-------------------------------------- - = Addition/ _ = Energy Use Alteration Proposed Compliance = (kBtu/sf-yr) Design Design Margin = _----------------------------------------------------- - = New .................... 80.48 73.88 6.60 = *** Addition/Alteration complies with Computer Performance *** _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... RALPH BROWER Date..07/18/00 21.00.56 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 'Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-BROWER I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1790 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 250 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 15.7 % of floor area Average Glazing U -value.... 0.51 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments Wall ------- Wood -------- R-13 -------- R-0 -------------- R-13 0.088 -------- - --------------- Wall Wood R-11 R-0 R-11 _ 0.098 Roof Wood R-19 R-0 R-19 0.054 Attic Floor Wood R-0 R-0 R-0 0.097 CRAWL Floor Wood R-19 R-0 R-19 0.037 CRAWL Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR, REAR DOOR SIDE DOOR FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Window Front (W) ----- 15.0 ------ ------ 0.510 --------------- 0.650 Standard -------------- Standard ----- None Door Front (W) 40.0 0.520 0.650 Standard Standard None Window Front (W) 24.0 0.510 0.650 Standard Standard None Window Front (W) 24.0 0.510 0.650 Standard Standard None Door Front (W) 40.0 0.520 0.650 Standard Standard None Window Left (N) 32.0 0.510 0.650 Standard Standard None Window Left (N) 10.0 0.510 0.650 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 MICROPASS v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- FENESTRATION WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Electric Standard 1 0.864 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Window Back ----- ------ (E) 10.0 ------ 0.510 0.650 --------------- Standard -------------- Standard ----- None Window Back (E) 10.0 0.510 0.650 Standard Standard None Window Back (E) 6.0 0.510 0.650 Standard Standard None Window Back (E) 10.0 0.510 0.650 Standard Standard None Window Right (S) 18.0 0.510 0.650 Standard Standard None Window Right (S) 14.0 0.510 0.650 Standard Standard None Window Right (S) 16.0 0.510 0.650 Standard Standard None Window Left (NE) 6.0 0.510 0.650 Standard Standard None Window Left (NE) 6.0 0.510 0.650 Standard Standard None HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Thermostat Equipment ---------------- Type Efficiency ------------ Location ------------ R -value ------- Leakage Manual D Type HPPackage 6.60 HSPF Crawlspace R-4.2 ------------------ No No ------- Setback HPPackage 9.70 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Electric Standard 1 0.864 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ----------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 -------------------------------------------------- MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate.has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... RALPH BROWER Company. OWNER/BUILDER Address. 91 WALLY B LANE OROVILLE, CA. 95966 Phone... 1-530-990-0040 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 530-534-0300 Signed.. g a� (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------ Project Title.......... RALPH BROWER Date'..07/18/00 21:00:56 Project Address........ 91 WALLY B LANE *******--------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Endeavor Homes P.O. Box 1947 Oroville, CA 95965 530-534-0300 Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. I MICROPAS5 v5.10 File-BROWER2 Wth'-CTZllS92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in -the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality \ standards. Indicate type and form. 116-17. Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 I MICROPASS v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 1( 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. T 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning y pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... RALPH BROWER Date..07/18/00 21:00.56 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 16.82 ---------- 23.17 ---------- - -6.35 = = Space Cooling.......... 16.07 25.54 -9.47 = - Water Heating.......... 14.00 25.17 -11.17 = = Total 46.89 73.88 -26.99 = _ *** Building.does not comply with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1790 sf Single Family Detached Existing Plus Addition Front Facing 250 deg (W) 1 1 ReducedYear Raised 1 14320 0 sf Floor cf 15.7 0 of floor area 0.51 Btu/hr-sf-F 0.65 8 ft COMPUTER METHOD SUMMARY Page 9 C -2R ----------------- Project Title Title.......... RALPH BROWER Date..07/18/00 21:00:56 MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) ('sf) Credit ------------ ------------ ----------- ----- -------- --------- 1790 14320 1.00 Yes Setback 2.0.Standard No Orientation ---------------------- HOUSE - New 1 Window Front (W) 2 Door Front (W) 3 Window Front (W) 4 Window Front (W) 5 Door Front (W) 6 Window Left (N) 7 Window Left (N) 8 Window Back (E) 9 Window Back (E) 10 Window Back (E) 11 Window Back (E) 12 Window Right (S) 13 Window Right (S) 14 Window Right (S) OPAQUE Area Surface -------------- (sf) ------ HOUSE - Existing 2 Wall 134 4 Wall 343 5 Wall 155 7 Wall 45 9 Floor 1383 11 Door 20 12 Door 17 13 Door 17 HOUSE - New W.11.2X4.16 1 Wall 293 3 Wall 48 6 Wall 64 8 Roof 1790 10 Floor 407 Orientation ---------------------- HOUSE - New 1 Window Front (W) 2 Door Front (W) 3 Window Front (W) 4 Window Front (W) 5 Door Front (W) 6 Window Left (N) 7 Window Left (N) 8 Window Back (E) 9 Window Back (E) 10 Window Back (E) 11 Window Back (E) 12 Window Right (S) 13 Window Right (S) 14 Window Right (S) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 15.0 OPAQUE SURFACES 250 90 U- --------------- Insul Act 0.520 Solar Form 3 Location/ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 0.098 11 340 90 Yes W.11.2X4.16 90 0.098 11 70 90 Yes W.11.2X4.16 90 0.098 11 160 90 Yes W.11.2X4.16' 90 0.098 it 25 90 Yes W.11.2X4.16 90 0.097 0 n/a 0 No FC.0.2X6.16 CRAWL 0.330 0 340 90 Yes None FRONT DOOR 0.330 0 70 90 Yes None REAR DOOR 0.330 0 160 90 Yes None SIDE DOOR 0.088 13 250 90 Yes W.13.2X4.16 90 0.088 13 340 90 Yes W.13.2X4.16 90 0.088 13 160 90 Yes W.13.2X4.16 90 0.054 19 n/a 0 Yes R.19.2X4.24 Attic 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 15.0 0.510 0.650 250 90 Standard/0.76 Standard/0.68 40.0 0.520 0.650 250 90 Standard/0.76 Standard/0.68 24.0 0.510 0.650 250 90 Standard/0.76 Standard/0.68 24.0 0.510 0.650 250 90 Standard/0.76 Standard/0.68 40.0 0.520 0.650 250 90 Standard/0.76 Standard/0.68 32.0 0.510 0.650 340 90 Standard/0.76 Standard/0.68 10.0 0.510 0.650 340 90 Standard/0.76 Standard/0.68 10.0 0.510 0.650 70 90 Standard/0.76 Standard/0.68 10.0 0.510 0.650 70 90 Standard/0.76 Standard/0.68 6.0 0.510 0.650 70 90 Standard/0.76 Standard/0.68 10.0 0.510 0.650 70 90 Standard/0.76 Standard/0.68 18.0 0.510 0.650 160 90 Standard/0.76 Standard/0.68 14.0 0.510 0.650 160 90 Standard/0.76 Standard/0.68 16.0 0.510 0.650 160 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 10 C-2R ---------------- ----------------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 21:00:56 MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- FENESTRATION SURFACES WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ----- - ------------------------------------ ------ -------- 1 Storage Electric Standard 1 0.864 Tank Area U- Act Exterior Shade Interior Shade Orientation ---------------------- (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 15 Window Left ----- (NE) 6.0 ----- ----- 0.510 0.650 --- ---- -------------- 25 90 Standard/0.76 ------------ Standard/0.68 16 Window Left (NE) 6.0 0.510 0.650 25 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Duct System Type ---------------- Efficiency Location R -value Leakage Manual D Eff HOUSE ------------ ------------- ------------------------- ------- HPPackage 6.60 HSPF Crawlspace R-4.2 No No 0.771 HPPackage 9.70 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ----- - ------------------------------------ ------ -------- 1 Storage Electric Standard 1 0.864 Tank External Size Insulation° (gal) R -value ------ 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS HVAC SIZING Page 11 HVAC Project Title.......... RALPH BROWER Date..07/18/00 21.00:56 Project Address........ 91 WALLY B LANE ******* -------=------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 -------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. I MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 1790 sf Volume ..................... 14320 Cf Front Orientation.......... Front Facing Sizing Location.... ...... OROVILLE RS Latitude................... 39.5 degrees Winter Outside -Design ...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range............ . 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction.:..... 0.20 HEATING AND COOLING LOAD SUMMARY ------------------------------- Heating Description (Btuh) --------------------------------- Opaque Conduction and Solar...... Glazing Conduction............ Glazing Solar .................... Infiltration ..................... Internal Gain.... ................. Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 14631 5764 n/a 8145 n/a 2854 31394 n/a 31394 250 deg (W) Cooling (Btuh) 7308 3747 11586 3344 2100 1404 29490 5898 35388 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 12 HVAC -------------- -------- --- ----------- -------- Project Title....... ... RALPH BROWER Date..07/18/00 21:00:56 MICROPAS5 v5.10 File-BROWER2 Wth-CTZ11S92 Program-HVAC SIZING User#-MP1829 User-Endeavor Homes Run-BROWER ------------------------------------------------------------------------------ factors when selecting the HVAC equipment. TABLE OF CONTENTS TOC --------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BROWER Wth-CTZ11S92 Program -TOC User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- �� 1ST 1� TABLE OF'CONTENTS ------------------ Report Page FORM*CF-1R................ 1 FORM C -2R :............... 4 HVAC SIZING .:............. 7 4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project -Title...'....... RALPH BROWER Date..07/18/00 20:48.18 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BROWER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- GENERAL'INFORMATION ------------------- Conditioned Floor Area..... 1383 sf Building Type .............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 250 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.9 % of floor area Average Glazing U -value.... 1.19 Btu/hr-sf-F Average Glazing SHGC....... 0.8 Average Ceiling Height..... 8 ft Component Type ------------ Wall Roof Floor Door Frame Type Wood Wood Wood n/a BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments R-11 R-0 R-11 R-19 R-0 R-19 R-0 R-0 R-0 R-0 R-n/a R-0 FENESTRATION ------------ 0.098 0.049 Attic 0.097 CRAWL 0.330 FRONT DOOR, REAR DOOR SIDE DOOR Over - Exterior hang/ Shading Area U- ----- None Interior Orientation Standard (sf) Value SHGC Shading -------------------- Window Front (W), ----- 24.0 ------ 1.190 ------ 0.800 --------------- Standard Window Front (W) 24.0 1.190 0.800 Standard Window Front (W) 24.0 1.190 0.800 Standard Window Front (W) 24.0 1.190 0.800 Standard Window Front (W) 24.0 1.190 0.800 Standard Window Left (N) 24.0 1.190 0.800 Standard Window Left (N) 10.0 1.190 0.800 Standard Window Back (E) 10.0 1.190 0.800 Standard Window Back (E) 10.0 1.190 0.800 Standard Over - Exterior hang/ Shading Fins -------------- Standard ----- None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 I MICROPASS v5.10 File-BROWER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- FENESTRATION Over - HVAC SYSTEMS Minimum Duct 'Area U- Equipment Type ---------------- Interior Exterior hang/ Orientation -------------------- HPPackage (sf) Value SHGC Shading Shading Fins Window Back (E). ----- 6.0' ------ 1.190 ------ 0.800 --------------- Standard -------------------- Standard None Window Back (E) 10.0 1.190 0.800 Standard Standard None Window Right (S) 18.0 1.190 0.800 Standard Standard None Window Right (S) 14.0 1.190 0.800 Standard Standard None Window Left (NE) 6.0. 1.190 0.800 Standard Standard None Window Left (NE) 6.0 1.190 0.800 Standard Standard None HVAC SYSTEMS WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Storage Electric Standard 1 0.864 40 SPECIAL FEATURES AND MODELING ASSUMPTIONS ---------------- ------------------------- *** Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS External Insulation R -value R- n/a *** *** *** Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type ---------------- Efficiency ------------ Location ------------ R -value Leakage Manual ------- D Type HPPackage 6.60 HSPF Crawlspace ------------------ R-4.2 No No ------- Setback HPPackage 9.70 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Storage Electric Standard 1 0.864 40 SPECIAL FEATURES AND MODELING ASSUMPTIONS ---------------- ------------------------- *** Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS External Insulation R -value R- n/a *** *** *** z CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R --------------------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 MICROPASS v5.10 File-BROWER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... RALPH BROWER Company. OWNER/BUILDER Address. 91 WALLY B LANE OROVILLE, CA. 95966 Phone... 1-530-990-0040 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 530-534-0300 Signed.. ► —� OD (date) COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 Project Address........ 91 WALLY B LANE ******* --------- I------------ OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O.-Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BROWER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = _ Space Heating.......... 17.28 ---------- 34.19 ---------- - -16.91 = = Space Cooling.......... 17.44 31.46 -14.02 = - Water Heating.......... 16.69 29.24 -12.55 = = Total 51.41 94.89 -43.48 = _ *** Building does not comply with Computer Performance *** GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1383 sf Building Type .............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 250 deg (W) Number of Dwelling Units... d Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume.... .... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 11064 0 sf Floor cf 16.9 % of floor area 1.19 Btu/hr-sf-F 0.8 8 ft COMPUTER METHOD SUMMARY Page 5 C -2R ------------------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 I MICROPAS5 v5.10 File-BROWER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) -------------- ------------ Units itioned Type (ft) (sf) Credit HOUSE ----------------------- ----- -------- --------- Residence 1383 11064 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- HOUSE - Existing 1 Wall 316 0.098 it 250 90 Yes W.11.2X4.16 2 Wall 142 0.098 11 340 90 Yes W.11.2X4.16 3 Wall 343 0.098 11 70 90 Yes W.11.2X4.16 4 Wall 187 0.098 11 160 90 Yes W.11.2X4.16 5 Wall 45 0.098 11 25 90 Yes W.11.2X4.16 6 Roof 1383 0.049 19 n/a 0 Yes R.19.2X8.24 7 Floor 1383 0.097 0 n/a 0 No FC.0.2X6.16 8 Door 20 0.330 0 340 90 Yes None 9 Door 17 0.330 0 70 90 Yes None 10 Door 17 0.330 0 160 90 Yes None Orientation ------------------ HOUSE - Existing - --- 1 Window Front (W) 2 Window Front (W) 3 Window Front (W) 4 Window Front (W) 5 Window Front (W) 6 Window Left (N) 7 Window Left (N) 8 Window Back (E) 9 Window Back (E) 10 Window Back (E) 11 Window Back (E) 12 Window Right (S) 13 Window Right (S) 14 Window Left (NE) 15 Window Left (NE) FENESTRATION SURFACES --------------------- Area U- Act (sf) Value SHGC Azm Tilt 24.0 1.190 0.800 250 90 24.0 1.190 0.800 250 90 24.0 1.190 0.800 250 90 24.0 1.190 0.800 250 90 24.0 1.190 0.800 250 90 24.0 1.190 0.800 340 90 10.0 1.190 0.800 340 90 10.0.1.190 0.800 70 90 10.0 1.190 0.800 70 90 6.0 1.190 0.800 70 90 10.0 1.190 0.800 70 90 18.0 1.190 0.800 160' 90 14.0 1.190 0.800 160 90 6.0 1.190 0.800 25 90 6.0 1.190 0.800 25 90 Attic CRAWL FRONT DOOR REAR DOOR SIDE DOOR Exterior Shade Type/SHGC -------------- Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 6 C -2R --------------------------------------------------------- Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 MICROPAS5 v5.10 File-BROWER Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- System Type ---------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff- --------------------------------------------------------- a 6.60 HSPF Crawlspace R-4.2 No 9.70 SEER Crawlspace R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- 1 Storage Electric Standard 1 0.864 No 0.771 No 0.674 Tank External Size - Insulation (gal) R -value 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System REMARKS HVAC SIZING Page 7 HVAC Project Title.......... RALPH BROWER Date..07/18/00 20:48:18 Project Address........ 91 WALLY B LANE ******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date -- Climate Zone........... 11 ------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-BROWER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1383 sf Volume ..................... 11064 cf Front Orientation.......... Front Facing 250 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... -=--------- 12852 ----------- 6000 Glazing Conduction ............... 11138 7240 Glazing Solar..................... n/a 10727 Infiltration ..................... 6293 2584 Internal Gain .................... n/a 2100 Ducts ............................ 3028 1433 Sensible Load .................... 33312 30083 Latent Load ...................... n/a 6017 Minimum Total Load ----------- 33312 ----------- 36100 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all . r. HVAC SIZING Page 8 HVAC ---------------- Project Title......... RALPH BROWER Date .07/18/00 20:48:18 MICROPAS5 v5.10 File-BROWER Wth-CTZ11S92 Program -HVAC SIZING, User#-MP1829 User -Endeavor Homes Run-BROWER ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. ae L'o LAND O F NATURAL W E A L T H A N D B E A U T Y ' y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1825 Expiration Date: 8-23-01 A.P. # 069-380-021 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ ] permit work started, but not completed. Permit may be renewed for 'h the original building permit fee (plus a $20.00 piing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the nROVTT.T.F Office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 i .....•. •.••. .!4i.'...1...........i`...«...f:.41.l:lfill.4Yii,'.flPlt.x3a,4��L:l,4•t.9tt .$ ttt.� - �.i,�¢ Sli ! � Ya11?6 SV¢54f'u',fiG 6.06036'lii hi!8'i!i$$:61'.SS'9?SPY.CGll�lilba.^.YYat StiHif Y@i�nl �iai5'id I5Y1^'$iLMf93�§'0S19A".$S$!!'i�3"x,a itsewr pla++,a�.hnNY.9;:,.'.::....a"°��.+.w aaa.ao..wauwaw ew..,waro.u,....M `ww..w.�w.. m.....a_�wan.f 9 SCOPE OF INORK: e 12 / X 16 ' Deck z+- f co,- o 5fir U `-+v're- 400.0' 9 APPROVED Butte County •, Environmental HealthT 4 PLANNING DIVISION- BUILDING PLAN APPROVAL Use: Date:?/ Or Parking:_. _ _..,,.._Tndscaping• _ Signature Other• i '--- 2t Signature:."_„„_ BUTTE COUNTY r BUILDING DIVISION APPROVED �� ///C;;, Z' 9IvAlff /Ay N 'c Ste b d t,+arA d�eae lana aro dreaut a I utth Ps end f er builde! e s edieeiens end ea meee aroma I be et the eu rleYs end 1 or Ider6 cote 1!e d1 a mod eruJased n .t4anw j.Fm: Ves!Is not V ferears ecce cmWden has ba ~ ho been made In the df e d kat the W sen ro! dfis eheet . .. erW a oro auotl bead e i i I I I I I i i I i I I li I DRAk NN BY: J. FINLAY DATE: 10-01-04 5CAL.E: JOB: STRATTON 1) PLOT PLAN 2) EXISTING FLOOR PLAN 5) FLOOR PLANS 4) DETAIL SHEET 5) FOUNDATION PLAN b) ROOF FRAMING 7) ELECTRICAL PLAN 8) ELEVATIONS 516NED: 5HEET #' 1 OF 8 50OPE OF WORK: 1. GARAGE, LAUNDRY, AND KITGHE'!N ADDTITION ON � - NORTH 51DE OF EXISTING HOUSE. KEEPING EXISTING � ROOD STRUCTURE OVER EXI5ITING PORCH AREA. 2. 1l' M,45TER BEDROOM AND BATH ADDITION ON 50UTH � 51DE OF EXISTING HOUSE. V 4 '9 To the best of mw knouUd ethese plans are drawn to wm I uAth owner's and/or buildeess eQflcatlons arid mudhanges made on tMem after phis are made uau ne done at me owners ana for vunaera ce aria res onsiom . ne aornraGwrnna - an u�,��a������:�a��w �:�w�,�wM•--•�� �•u •W� ••v -mow ••• ••-• •^••--• •�•-�•-•--� ••--•^•-••••-••---•• •••--•-•-•_...._____.....___... _._ ._ _. _._.. _. ...._ ._...__._.__..______ ..._..._._. __...._. __. _.... __ _ _ icor FLA N DRAM BY: J. FINLAY DATE: 5-11-04 50ALE: JOS: 5TRA, TTON LECENl7 1) PLOT PLAN 2) EXISTING FLOOR PLAN 5) FLOOR PLANS 4) DETAIL SHEET 5) FOUNDATION PLAN b) ROOF FRAMING 1) ELEGTRtGAL PLAN 8) ELEVATIONS 51GNED: SHEET # 1 OI= 8 -. *:t ;� . —_ r, �� -- ��___------- _ _ _ 1 � i V b � � i� 4'-11" 7'-1"> < 3'-4-' O.r br '-0" 4#_011 2_0" 4�_O�t Ilgl '-0' 2'-1"> < 4'-0" N 3068 W ��� •.0 4026 4026 2030 4026m chco _ O - — - 136 LU o: %- -oo BEDROOM 2 _ 14'-b" x 11'-10" $ N LAUNDRY BATH 13'-4" x 8'-10" T-6" x V-10" r "' KITCHEN q m 2868 2868 _ d- d etm N - - - GL05ET/ 4 c? Cf1 , GL05ET N / 3'-tl" x br_2r1 MASTER BDRM ;� N in x ,LIVING 13'-3" 1 'x 22' q FAMILY J. 'INLAY V DATE: 4 8-11-04 m 6068 040 6040 bOb8/ 9050 11 �. 11 /4 — 1 EX15TINC7 JOB: UVIN& AREA 5T RATTO N 1III sq ft DECK 12'x 54'-b" L E&ENL7/ 1) PLOT PLAN 2) EXI5TIN(7 FLOOR PLAN z 4; 3) FLOOR PLANS 4) DETAIL 5HEIET 4--01" 6--0" 4'-0" 41.0" 61-0" '-10-' 6'-01 1 2'-2" 4'-6" 61.0" 8" 3'-0" 4'-0" 5) FOUNDATION PLAN b) ROOF FRAMING 1) ELECTRICAL PLAN 14'-0" 20'-0" <2'-4" 18'-2" 8) ELEVAT[ON5 54'-6" t SIGNED: a 5HEET # a 2 OF 8 EX16 TIN& Flw OOR LAN I� To the best of knowle these lens are dream to cam i with ownee-s and / or builder's s eeiflcatlons and MW chap es made on them after Oft are made ur(ll be done at the owner's and /or builder's expence and reWnsibilitu.The contractor shall YeHN aN dimensions and enclosed draang. Monte J. Pratt Desigm Is not liable for errors once construction has begurr While every aifort hes been made in the preparadom of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the Icb must check all dimensions and other details pdorto construetton and be SoleIL4 responsible thereafter. - f C j;' � �'�e v"ti' ... +` K '�. k �Y, » �. __. __.. .___... -. _.. it - - - -__ - w- _ . _._., -- —___ �._- _ - -__. I N 6 AREA 869 sq k rrors once wmstrud2 SHEAR NALL SCHEDULE NOTE: HOLDOM5 REQUIRE DOUBLE 5TUD5 DENOTES WALL LINE IDENTIFICATION A# DENOTES 5HEAR; WALL IDENTIFICATION STUCCO: EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND GEMENT PLASTER FASTENED A TO 2X DOUGLAS FFIR FRAMING 16" ON CENTER WITH No. 11 gage, 1.5" LONG, 1/16" HEAD NAILS, OR No. 16 STAPLE WITH 7/8" LE65, AT 6" ON CENTER MAXIMUM. APA RATED 3/8" OfRIENTED STRAND BOARD SHEATHING, WITH 8d (0.113 x 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUG1LA5 FIR FRAMING AT 16" ON CENTER. APA RATED 3/8" ORIENTED STRAND BOARD SHEATHING, ]KITH Sd (0.113 x 2 3/8") NAILS AT 4" ON /2\ CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO2XDOUGLAS FIR FRAMING AT 16" ON CENTER. Q 5IMP50N 5TRON6-TIE 5THDA STRAP TIE HOLDOWN. FLOOR FLAN5 DRAINN BY: J. FI NLAY DATE: SCALE: 1/411 JOB: 5TRATTON I-E&END 1) PLOT PLAN 2) EXISTING FLOOR PLAN 3) FLOOR PLANS, 4) DETAIL SHEET 5) FOUNDATION (PLAN 6) ROOF FRAMING 1) ELECTRICAL PLAN . 6)—LEVATION5 SIGNED: SHEET # 3 OF 8 DOOR 50HEDULE QTY FLOpR SIIZE DE5CRIPTION HEADER 1 2 1(0068 SLIDER 2X12-127 2) 2 2 bg68 EXT. 5LIDER-GLA55 2X12-76 (2) 1 2 3568 BIFOLD 2-12X44 5!8 (2) 1 2 268 POCKET 2 -PANEL - COLOR BRITE NHITE 12X36(2) 1 1 gc07b GARAGE 2X12X115 (2 1 1 600610 EXT. 6 -PANEL 2X11X75 (2) 1 1 50068 EXT, HINGED-GLA55. 66LOR BRITE NHITE 2-12X64 (2) 1 1 3068 EXT. b -PANEL 2X0X4D (2) 1 1 5068 2 -PANEL - COLOR -BRITE WHITE 2X12X40 (2) 1 POCKET 2 -PANEL -COLOR BRITE NHIT4 t127v2-PANEL 2 -PANEL -COLOR BRITE NHITE 2X12-36 (2) GARAGE � 2X12X187 (2) 5LIDER 2X12-12 (2) - COLOR BRITE WHITE 2X1 2X55 1/8 (2) 1 2 30368 EXT. b -PANEL 2XOX40 (2) 1 2 24468 2 -PANEL -COLOR BRITE WHITE 2-12X32 (2) 1 2 28368 EXT. b -PANEL 2-1X36 (2) SHEAR NALL SCHEDULE NOTE: HOLDOM5 REQUIRE DOUBLE 5TUD5 DENOTES WALL LINE IDENTIFICATION A# DENOTES 5HEAR; WALL IDENTIFICATION STUCCO: EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND GEMENT PLASTER FASTENED A TO 2X DOUGLAS FFIR FRAMING 16" ON CENTER WITH No. 11 gage, 1.5" LONG, 1/16" HEAD NAILS, OR No. 16 STAPLE WITH 7/8" LE65, AT 6" ON CENTER MAXIMUM. APA RATED 3/8" OfRIENTED STRAND BOARD SHEATHING, WITH 8d (0.113 x 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUG1LA5 FIR FRAMING AT 16" ON CENTER. APA RATED 3/8" ORIENTED STRAND BOARD SHEATHING, ]KITH Sd (0.113 x 2 3/8") NAILS AT 4" ON /2\ CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO2XDOUGLAS FIR FRAMING AT 16" ON CENTER. Q 5IMP50N 5TRON6-TIE 5THDA STRAP TIE HOLDOWN. FLOOR FLAN5 DRAINN BY: J. FI NLAY DATE: SCALE: 1/411 JOB: 5TRATTON I-E&END 1) PLOT PLAN 2) EXISTING FLOOR PLAN 3) FLOOR PLANS, 4) DETAIL SHEET 5) FOUNDATION (PLAN 6) ROOF FRAMING 1) ELECTRICAL PLAN . 6)—LEVATION5 SIGNED: SHEET # 3 OF 8 NINDON 56HEDULE QTY FLOOR SIZE DE5CRIPTION HEADER 1 1 3026 RIGHT SLIDIN 2-6X40 2 3 1 3030 RIGHT SLIDING 2-12X40 (2) 1 1 3040 DOUBLE HUNG 2X12X40 (2) 1 1 3042 DOUBLE HUNG 2-12X40 (2) 1 1 4026 RIGHT SLIDING 2-12X52 (2) 1 2 2630 RIGHT SLIDING 2-0-84 (2) 1 2 3040 RIGHT SLIDING 2-0x40 (2} 2 2 4040 RIGHT 5LIDING 12>02x52 (a) SHEAR NALL SCHEDULE NOTE: HOLDOM5 REQUIRE DOUBLE 5TUD5 DENOTES WALL LINE IDENTIFICATION A# DENOTES 5HEAR; WALL IDENTIFICATION STUCCO: EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND GEMENT PLASTER FASTENED A TO 2X DOUGLAS FFIR FRAMING 16" ON CENTER WITH No. 11 gage, 1.5" LONG, 1/16" HEAD NAILS, OR No. 16 STAPLE WITH 7/8" LE65, AT 6" ON CENTER MAXIMUM. APA RATED 3/8" OfRIENTED STRAND BOARD SHEATHING, WITH 8d (0.113 x 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO 2X DOUG1LA5 FIR FRAMING AT 16" ON CENTER. APA RATED 3/8" ORIENTED STRAND BOARD SHEATHING, ]KITH Sd (0.113 x 2 3/8") NAILS AT 4" ON /2\ CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED TO2XDOUGLAS FIR FRAMING AT 16" ON CENTER. Q 5IMP50N 5TRON6-TIE 5THDA STRAP TIE HOLDOWN. FLOOR FLAN5 DRAINN BY: J. FI NLAY DATE: SCALE: 1/411 JOB: 5TRATTON I-E&END 1) PLOT PLAN 2) EXISTING FLOOR PLAN 3) FLOOR PLANS, 4) DETAIL SHEET 5) FOUNDATION (PLAN 6) ROOF FRAMING 1) ELECTRICAL PLAN . 6)—LEVATION5 SIGNED: SHEET # 3 OF 8