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HomeMy WebLinkAbout035-480-014MH USED FOR OFFICE W/O PERMITS 5 7 D3S- PERMIT#98-0088 HAYS, Bob Pacific Heights Rd., Oroville Ele for Future Lot De / 7 Apment A36-348 914_ 9 99-009 9 HAYS, Bob ---- 4638 Pacific Hjci06-Road, Oro Contr:Pri-caqlb"Coach 00-0604 HAYS, Jeny & France 4638 Pacific Heights Rd, Oro Shop Il -/8-60 00-1802 HAYS, FRANCES 4638 PACIFIC HEIGHTS, ORCIVILLE CONTR: OWNER PLUMBING & ELECTRIC F) fle f NOTES PERMIT NO. i. RESIDENTIAL 036-510-014 +Y 00-0604 HAYS; Jeny & France -�- — 4638 Pacific Heights Rd, Oro Shop SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY R> UA41\A rr onj 604?0> RPPRo\jI%L roe- s►AM Pf_R ir-=:j63'fo USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature C13UNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street e Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Z -44L2 V REV 10/92 C30UNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 �Main Street Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE A z. E. OWNE9 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is comi3leted. If you have any questio�is pertaining to this matter, or need additional explanation, pleasfiPntact this office immediately. i A 4", Date nspectork 4,� REV 1�/92 3 • Y.1 r� �;=•ti APPLIED TESTING CONsuLTJ Y - ' I6iAT IAL AfQjNLr8FJ/ ABTA 16$9 mol!0ture/Density Curve CIicM; sot a Kitty Hay Sentpte ho, I �Wreo:: 4638 PBclf - Heights RO&O oats: [;C•tvl��•Qt` °"y' 31ah- =+p• Or,3vil}q CA 95966 Te ,n. 8 Care, Ann, Ki -,y Hays ' I vin�� • Hetys Ohop Building sta,�r�1wr1 G,541 1y Silt wI ;lienor Uravr getttQi4 i0L t1 iV • � -� ...r .. +� t, p/.r, A, -ri 1 -6- - r _ Rovlz �. r:i by • a ut. CT iOCt>ttit)ns ?l1 V22 I Til1i hp' _ Wato► MOO I . t -fUU -� Snm��d th�,.'�►'� ` wanae `F1) ' �aGf E'n,�-,�.. } a ,f ! f F f compctttt+ wt ttf jr4405 I ' too J. ..,,,�. �P ..'. �i' i �f anncZy, uc►, , i } r Pon oda �-• I fVMTir i Ts 9 ,vr '_ t - '-.' ' - ' 01001 dry UA: ' 1 41 y ..- •. iutai ARMPIN xrt ' Pan late -, N61 dry V& Of +3'4 MO bta'stuto 1055 / !1 Moietura Contant• • o c i '�rurir rctj. Ann�r•y _ ^.._ _ _ r �--�,. 1 i • � -� ...r .. +� t, p/.r, A, -ri 1 -6- - r _ Rovlz �. r:i by • a e MICHAEL MOONEY Q V'M SiVOINaEft 0gc>ttt4U?, CA 9SY66 RCE 20647 _ (916) 53$-V31' Y'F�M4•�y��r�aw��uRfo�wwilWM.wFnMMAIer�.�w�V�"�� . Bob }3ays IAugust, 15, 2000 . 4639 *Yacl:i.c relghts KQAd orovilla, a; 95966 ' Re! riniahad floor. olovati;ins APN 036-150-014 Bob, Per your i cquost I f� eve established fl n1 shcd f :oQr ej ovat lor,:► to y uwi situp na:tl Lhti .r i 1' ONI, Thm,11 MIA As Shop fi.nls.h floor {slab) 145.0 feet.. Office finish floor 146.01 feet. Than r considering ow for t'1)1:$ work . Your, ` °j t10 t3a : I Pry V a'rC-•a,PPL. 17 •�T ry I SEF I1 45 11c 03 F' .0 ;30 sem, alai rr . v APPLIED TESTING CONSULTANTSr AiUCI02tt' �t}l1b) `��gtl A kR1A ft Q N� RIMO TCE� dN� fN9Pk'CtYpN Por ASTM 1957 Ki-ty Hays Moon 8+a. Nts, W&V&., 1036 ACCID: MutyNte RC,8Q o"&, ! Of : h atet.: Of*vltta, CA*as9� Dol: sr��ro tae: Kit`y ;43yi A. FOrMj h�wt Iloys 6410 t3,INt.0 btt Ckif6 x►on_ BMW) "Idy lilt W11wrlor grevol w f C;ALjGuT,ON OATH: 1000ay s, . u �x AMved at job6ita at !000 hrs. to Aatform comG0 mr1 tosting of tha shoo 8uilging Oad, Periarn,od 6 .,v�,er; taaty 8t random lr+rtottone so indlAHh above. A sampib of tho matertx, waa obtainsC and 'eturnet, t0 do ►ry for a fioist�tre dcngl�y -,�r1¢ nt tett; Co"npiehCn Of Ihg CLrvp the !ect r$Suits �na.�Rttld at tea .t pG°�6 ; etet,�u GDr. fl4partetf 1021te at 1100 hrl, - � N ra, : r•t nttut Ory Dertsntr 1t3 : out. Meat. Con:«,t It's g5% buftdtn Aep 9bv De^41r Owns: r i:tnat Y Cot wnt Cer,.F+ lqk.b,,ps� 4 tZ' Emit Lim C—() .15 126.4 �41 t$.1 26% PASS t NW uamer ffliG 9' 1274 18,31 109: , -,• e.a �� � pAss� +•" NE �rnbr c •t 5' 123 10.3 1,04 "« 'B5 93% PASS � ' • 'r: n�t� Of 1'4'@Si it8lt FPO 11.2.E 28.7 104 i 27.6 22% PAS$ ,V" dela ar East nett Fps;=136C2G `` } 5t X08.51 24.4 "WA SS _ -- ttt r t u �x AMved at job6ita at !000 hrs. to Aatform comG0 mr1 tosting of tha shoo 8uilging Oad, Periarn,od 6 .,v�,er; taaty 8t random lr+rtottone so indlAHh above. A sampib of tho matertx, waa obtainsC and 'eturnet, t0 do ►ry for a fioist�tre dcngl�y -,�r1¢ nt tett; Co"npiehCn Of Ihg CLrvp the !ect r$Suits �na.�Rttld at tea .t pG°�6 ; etet,�u GDr. fl4partetf 1021te at 1100 hrl, IES• SEF' 11'00 <a:4 HQ .003 F'.06 + APPLIED TESTING CONSULTANTS MAMO&S RNAr1vURRIM0 7VOrtM4 AND 1NSpOC'P N mmy 7.a. >000 . gob & Kit[t' Hays 4633 Pacific Heights Road Ot%sville. C3 9S966 Rd'. gays Shop Building Pad - Druville. Ca \N"': hAve! c -wPle-t&d coFnnAmino iektinv, on the building pail for ;he Hgkys Rhor B41ding 'n Aroville- The building pads utas crin]truc%wd on approximately 3.5 fee: of fill. The pad wus tesicd at.; .' feet below tlnl,,, 8rldc and at nppiciaw firrishcd pad �mde. n. e. nu6mr den.ity test data shoot sod moisture density ek:rvc r� `�iF`" b'li t M 1'+'ti 7 bre I r1h`r1 ?i haird nn Thr tri+ data rmmniirtl nr, this prnjrrt Wn m0ity �I Anirk, .t. 56 Ior'i h3!.S mi 6735. E of tlt-& Daiiiw&►+d rt�fzis>;icrs Codi., titt+c tits -,ntt 1F911 t P► Oporly moisture conditWned and campaett A in menrAntice with chapt-cra 18 and s 3 3 of the 19g4 Uniforr.1 Duiltlir g Codc, i Applicd Tc5ting, (%miu!,mms is not a )lconsad sun'eyt�r. Wt! Ju uut vrz. if, uJ tiC;tiry :1 gadec or cicvations, Test e.1 vat►ons are derived from informaiioq provided by l t:ie centractur andior the clicat. + r k applied Timing Cons tl:arts ii not tha foundation dc;ii�n erguierr 1"w thin prvjer. �tsl�n� for dIt%rcmiat and Scaring on rill i ay others. r P1eae call ifyctt have :m� questions rordlr,Qour scrvir-F!s described ahn%'r r' ` .A. i Brad h)rSythe Char Vin pforA6r►t r��ff t'FFe Difector of open¢tions F r ..t sE F`—o 1 —oo X ,; : -:1 1,riiiTi=—AFF'L�, 34Si1-I taG �Oi ,P,30 91 4243 ,F'. 02 �- +'�"t�.�1�;�f.:+.".k-`'fir,'.• APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION 'I CERTIFICATE OF BOLTING INSPECTION TION DATE: 07,12100 CLIENT: ;Bob & Kitt\ l-l't\s 4638 Pane lici hts Rd Oro\ 111c. CA PROJECT: Haas Shop Building 4638 I [l,:ific• t lid Bolt �•izc Rtq'd Visi6tt 1 Test T que T 11761 OTiflc Nut r Impia 1 csi (in d 0 _ (1115) 1 (ft -lbs) (turn psst snug+) 000t-- -.. Y7-- li��,-tit,,., �l)�. +�°��. _ _ _... _�_...._..— - - i- -- —T, , -------.�:..,,.......- ----- • i DESC'RIPTIaN' 017 NN'OI k \cd at).�b tt 070011rs 1 o perl�fm special inspecTi 111 o`. h+l}` ltiy'i:_'.tl< h,11t 11k a t Gn i .. 4 :t; kn,, N -A cantlectiot Sand cnd-N-ails. anJ at Gridlin,s 1 & ` aC column; 1!i, !` :k Ci`,'.^.CCt:011s tight,:ntrq Ihc, Boit. \\i \er,fiCd that Illc makrills LSCd it: thvz v5Ln;l`l\ In coil forl n'li ice wu. [:+, rcc',.r, nuts of sccticn 2 (13o1(5- Nuts. Washcr� and faint) and sectiotl - (H,)::.d Part,) of til- ECSC Sp'-Ctfications The bolts l►skil to tilts stricture aro s'S' & '4" dlametei A:+,; ;rade hivh k, c ,)t t har 1,ned steel \- ashcrIs beneath hilydcncd steci nuts N,: \%ashers \\Cllr used to this a;svmb1,. so the Turn-of-`ul Tis�ll:cning nmhod «:t, ubl-d p.:r S:ction Sidt(' ) A tq),cscntatl\C sallIpIc of 3 holts from each dutIllct,.r. }eller'.}1 and gi t1, uI;1-d in thr; $t1-Ucture %\elv L2.htel "e to til,, Sl,idnlore �� ;I!lclm tun5lon-n:dic ting &k ice Thi; \\,'1c Nolle to x%:11 tilt C;trtlatcd smi -tight condilitw.. anti to ensure t11It til. controllln-V turns pas[ smig-tight por Table i \\ill -&c\ lop a tension not less than ftlz perannt greater than th,; tension required ht' Tabic -t of tht RSCS spocif3catil,ts We also \ crified that thII is \\a; no rotation of am. of tiro bolts during the tiehl,11111ti operlticln Each bolt asscniDk \\as installed and. tightened to a snug -tight condition b\ the contractor prior to tightening; Thcre \\erc a tonal of 32 - S/S" bru(, and 72 — 3A" bolts to tilt stmeture, alt 104 bolts \\ere tightened urine the ab.)\, nlentioncc pi-ocedur, No Failures \\etc not,:d, 13as,:d on the abo\c mentioned pr,-cedm, , it is our iudgincot that all .til5 high strength bolts Installed n1 the structure ha\c been propcd\- tcnsiornci ;n accordance t\ith th;. RCSC Speciftca ' r1t..*0r4j.gletural loillts coni�tincd in the RISC Manual for Stccl Constniction D,cpartccl clic job at '�FE��Ipxl�< D. l.u-.k ituipector Staff b'nhincer 3060 Thornttee Drive, Ste. 10 • Chico, CA 959%3 • Telephone: (530) 891-6625 • FaCz�irnile: (530) 891.4243 .. t t V= OK 0 = Not OK - = Not Applicable = Not Ready V- MOBILIE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns=Connections- Splice- Decal- Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'fl. / P Nat. or / /"L"ft./ /'LPG 2. 7. Well Clearance 8 Disconnect 3. 8. Utility Clearance 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI Date Elec.; Enclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 Date Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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 Date 6. Water; MH Test -Regulator -Connector , Date 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 I( 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 ./= OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Continued) RESIDENTIAL (; Date 47. j1pderfloor (Plans) OK except #'s 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Zoning -Setbacks -Easements -Flood -Slope Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Main; Soils-Elec. Grnd.-/(,Zi_Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6a. 7. temwalls, 8ar379,- 7'8el-Blockouts-Wrapped Hold Downs and Special Anchors Slab, Steel -Wrapped Siding -Nailing Veneer 8. Piers -Fireplace Ftg.-Steel 58. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Shear Walls; Nailing -Bolts 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 61. 11. Water Pipe; Test -Anchors -Regulator -Service Test I of i t trat i o n- Wa I Is -Windows 12. Electric Underground Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 13. Plenums & Ducts; Clearance -Material -Support -Ins. Elec. Outlets & Receptacles at Kit. Counter 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Garage Fire Door; Swing -Landing -Closure 15. Access & Ventilation A.C. Duct in Garage -Damper 16. Insulation Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Guard Rails & Deck Construction -Post Caps 17. Water Htr.; Vent -Access -Combustion Air Baffle Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 18. Water Pipe; Test & Anchor -Nail Protection Clearance Looked under Floor O Yes 19. D.W.V.; Test Fittings & Anchor -Nail Protection Following Instld./Drive ❑ Yes ] No/Walks ❑ Yes p No/Planters 0 Yes 7 No 20. Shower Pan; Test, First Floor -Tub Access Stucco Brown -Finish 21. Test Tub & Shower, Second Floor -Tub Access A.C. Unit Disconnect, Electrical -Plumbing 22. Gas Pipe; Sixe & Anchors Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glass Protection 23. Fixture & Transformer Clearance -Ins. Protection Corrections from Previous Inspections 24. Elec. Receptacles Spacing -Lights & Switches at Doors Gas Test -Meters Tagged, Gas -Electric 25. Size Boxes & No. of Conductors Stapled r_VAOWr & Sewer Connected -C/O to Grade -HD Approval E Compliance Certificate -Other Certificates 26. Romex Installed Close to Edge of Studs & C.J. Address P sted 40 Date Card B-1 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. P,!Ls Proper Materials & Anchors Wall Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I of i t trat i o n- Wa I Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date (Plans) OK except #'s 3. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ❑ Yes ] No/Walks ❑ Yes p No/Planters 0 Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. r_VAOWr & Sewer Connected -C/O to Grade -HD Approval E Compliance Certificate -Other Certificates Dat • Address P sted 40 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California( 95965 • Telephone (530)��(X�_ PERMIT. NO. (Rev. 12/96) APPLICATIOMAND PERMIT ASSESSOR PARCEL NUMBER 0*16-51-0-014 ZONING BUILDING PERMIT OWNER JERRY AND FRANCES RAYS TEUEPPU S;_qA__a/,7zQ_ SO. FT. OCC. BUILDING VALUATION f . OWNERS MAILING ADDRESS 4638 PACIFIC NRTQ;TS ROAD, GROVILLE 95915-A CONTRACTOR'S NAME TECEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 75i ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee .50 $ BUILDING,AD�ES PACIFIC HEIGHTS ROAD, ORVILLE L� O Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling ee 20.00 USEOFSTRUCTURE SHOP SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each clas water heater or vent 15.00 ' TifPE OF WORK New CX Addition ❑ Remodel ❑ tilfilities ❑ Installation ❑ Other ❑ Describe Work: 60 X 100 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.0 Mobile Home I S I G I W 1 @20.00 PERMIT FEE S 57.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service �.A ..SS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjiry 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 effact.b License Class L,c. No. OWNER -BUILDER DECLARATION OWNER-BU I hereby affirm under penalty of perjiry that I am exempt from the Contractors License yfor the following reason: Law 15 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. ❑ 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 wfach 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.) 171 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. Date "' �� 49L) DXvature of Applicant- Owner 93 Contractor ❑ Agent An OSHA permit is requir d for excavations ve 5'9; ep indidemolitionor struction' of structures over 3 stories in height. Gf Main Service TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. .j.SQso W � N ADDN .. ( MuicTcouBUDSST NON -REBID. @7.50 PSINGE OUTLET CIR. OWERLAPPARATUS Ex. Occu OUTLET 20Q1.00 BAL @ .50 Ex. Occup. OUUTTLETSSRESID.OEA_ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 1316.95 H . FE DIM FLOOD CDF PARC PD D ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / a Da e L 6 D_t Receipt No. WHITE-D.D.S.- -A 0Rl PINK -INSPECTOR GOLDENROD -APPLICANT FA COUNTY,4F B7ITTE - DEPARTMENT OF DEiISLOP15ENT SERVICES -BUILDING DIMS ON 7 COUNTY CENTER DRIVE - OROVILLE .0 �'�ORNIA 95965 - TELEPHONE (530) 538-7541 ' PERMIT APPLICAIroNDATA SHEET OWNER: S ASSESSOR PARC ER: " SI Proposed Building UAe:p Building Inspector: Date: At time of permit application, Pwas advised the following data must be submitted prior to permit proc ssmg and/or issuance: Date Received By g❑ items have been subrnitted.-----------------------------------=------------------------------------------------- P P 2. of plans, 3sdts s, signed by the preparer of plans. -------------------- �-------------------------------------- �, p �,i�ned by the preparer of plans. ------------------------------------------------ 1 Engineered plans, /4 Ys, with wet signature on plans. All engineering must be shown on plans., =--'---„ w El 5. Engineered truss details and layout in dupheate'(required prior to plan review) No faxes! -------------------- 06. Ene Design Compliance and supporting documentation. --------------------------------------- ----------- s t ent of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- D O azardous Material Form. ------------------------------------------------------------------------------------------ 17-ao 9 eels of $ H� data and installatiorynstruetniding Tie Down Specifications.------------------ ` �J G +'-- ---�- - -- ---------------=------------------------------=--- -DO ;PW I t t fees as shown on the attached sched e.=--------------------------------------------------------------- -Q^J 122.. 'California Department of Forestry plan approval/fees---------------------=------------------------------------ .. r3. Flood elevation certificate.------------------------------------------------------ ---------------------------------- WSanitation and plot plan approval Health Department. ----------- -------------------------------- 7-60 • Ell 5. City of Chico plumbing permit. ----------- ----------------------------------------------------------------------- ❑ 16 t lan and business license approv a Ci o Biggs. ----7---------- ---------------=--------- P g approval for (A) Use: Parking: -------------------------- I pp�n.K�.► �t 8. Contact Land Development about Improvements, Drainage, ❑ 7 egal Parcel. --------------------- ❑ 19. Encroachment Permit fol driveway (construction approval. prior_ to occupancy). ---,-------;-='------------ 020. Pre -inspection for regiured Regil s to,Building hispe6tor'on (Date) matron. umber, Name S l'e; Classification F= -- (N . ry ' ❑21. Contractor's license infoi � ----==-=----=`-------==---------- ❑ 22: Workers' carrier and policy number. ----- --------------------------------------- ------------------ 23. owner -Budder Verification on (Given to owner ❑, Mailed to owner 0) - -------------------------------------- E124: ------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- rded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- Letter of intent on building use. ------------------------------------------------- -=0 -------------------------------- 1] 27. Manufactured Home utility clearance. ­7 ----------------------------------------------------------------------- 9,28. Existing violations and/or expired permits. ---------------------------------------------------------------------- M.H. Title, ❑ Check to H.C.D. $ .--------------- ------- 433 A, Grant Deed, ! 30 Other: 720v / V� ��/r¢ME G% :S'�EC'iribC ti 71J o W�Lrj/ G �,y ou issue the �{ rocss �foliows Marl to owner, rl t o tractor. ,r �- 5 7C � Telephone and hold for pickup �t office. 13 Deliver with inspector. / Applicant:4;'"/1/) Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate`.. By--., Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O er: Date: 1. Index permit application for the above items numbered: - f 11 Plan Check List e 'I2. Additional items required: !- " Contractor, esi er owner, was advised of the above required data bypophone, ❑ mail, ❑ Building Division counter, by Date: -M �'MContractor, desi er, was advised of the above data b hone, ❑ mail, ❑ Building Division counter, b Date: gn required YP g Y - a7 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 Di 'sion 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: eo - ;F ..% Yellow Copy -Department of Development Services, Building Division. uu YS EaUIPMENT SALES AND DINT4 4638 PACIFIC HEIGHTS ROAD OROVILLE, CA. 95966 CONSIGNMENTS -HAULING -HEAVY EQUIPMENT-LOWBED PICKUP TRUCKS -CARS -RENTAL -ETC. BUS./FAX: (530) 534-9470 MOBLE: (530) 570- 'M. RES.:I(530) 589-433694 70 SAT. BY A PPOINTMENT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENTS°E'RVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER I PROPOSED BUILDING USE SS� UILDING PERMIT FEES _ alance Due ................ $ 00 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ *�S— CHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) idential ......... x $360.00 = $ Units Commercial (sq.ft.)...I 00 x $0.03 = $ ND Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . ° x = $ i #Units Amt. Commercial (sq.ft.) .. " x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # J 10-01- DATE- Q-_.41DATE rJ /b -D RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT //`- �� DATE °2 — 6 c. -D 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER I PROPOSED BUILDING USE 1. BUILDING PERIVJT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ --'Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ Ar4gHOOL DISTRICT FEES -4 / (paid at District Office) ✓ 3. SHERIFF FEES (pzid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... IL00j) x $0.03 = $_18D000 Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DIS?'RICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. DATE 3 f I O� RECEIPT # DATE REC At time of permit application, I way advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ! DATE - °2 O cD Pursuant to Government Code Section 6i020, 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 Div. 2nd Copy - Applicsnt 3rd Copy - Owner (Rev. 2/97) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. -. Please complete. and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will .: be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the _ `. proposed prope improvement: YES[—�NO[ I. 2. I HAVE[ HAVE NOT[ ] signed: an, application for a :budding permit_ for the . proposed work. 3. I have contracted with the following person (firm) to provide-- .proposed 't constructio _ NAME: ADDRESS: CITY: PHONE: P 65- 20-79 CONTRACTOR'S LICENSE NO. --9.1"_11014 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. .I will provide some of the work but I have contracted (hired) the following.pecsons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: - -2- NOTE: 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. May 1995 2.26 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 av_ oid unnecessary delay in processing and issuing your building permit. No building permit will _, be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction 'of- he.-, proposed prop e improvement : YES[—T-�NO[ ]. 'w n , 2. I HAVE[v HAVE NOT[ ] signed an' application for a budding petmrt for the proposed work... . 3. I have contracted with the following person (firm) to provide.: the -proposed construction: NAME: , F: ADDRESS: . CITY: PHONE: CONTRACTOR'S. LICENSE NO:-- --_._� - 4. I plan to provide portions of this work, but I -have hired the following persoa''to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. .I will provide some of the work but I have- contracted (hired) the following -persons to provide the work indicated: - NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL, SECURITY NUMBER: DATE: 2 - 2 7 - o,-::, 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. May 1995 2.26 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 fa engage any persons other than your immediate mily, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 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 riski for "you if you do not carry out these obligations, "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 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 "ownerbuildee' 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 Ommer-Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 4 (Rev. 12/96) 4' I• COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT n(ang ASSESSOR PARCEL NUMBERr JJJJ\ l ZONING BUILDINGPERMIT OWNER \ TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS MMAIIUW3,IAD, ESS -� 7/WWXA oO - �� CTORS NA" T EPHONE IK CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ S (� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESSJ�C�� t\� n V Energy Plan Checking Fee $ $ PERMIT FEE $ P LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTU E SF ❑ Duplex ❑ Mobilehome ❑ Other —SPECIFY Each Trap 7.00 00 Solar or heat um water heater 23.00 Water piping 5 Each gas water heater o�rve�nt* 15.00 TYPE OF WORK New" \Addition ❑ Remodel ❑ Uti`ities ❑ Installation ❑ Other ❑ Describe Work: _ Gas piping system 1 - 5 15.00 Building sewer 15.00 15,'00 Mobile Ho S I G I W @20.00 PERMIT FEE $ ,O0 ELECTRICAL PERMIT Fling Fee 20.00 OR LE9 Main Service zo.A aooV 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. 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: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 46.00 TOING NEW CONST. DWELL WE OCCU CUP. ( ACC. BLDS. 3.5_%p NEW CONS . M NOWFIESID. LTH'C 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET 2O�'•O0 Ex. Occup. ar,L ,50 Ex. Occup. O`FrITxEDAPP 'DDEA5.00 Temporary Sery 23.00 Mobile Ho acilities 20.00 Misc uin 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 2 Heating Coulin Hood 6.50 Ventilation PERMIT FEt $ obile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ SA HAz. o. FEEs I FL D COF P EL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. (/-��� (Q Date _ Dale Receipt No. o D WHITE-D.D.S.-B.D. CANARY/ASSESSOR P -INSPECTOR GOLDENROD -APPLICANT &0 kfU� 4 (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPARCEL NUMBERr1 -_ C\ ! O CJ J\ ` ZONING BUILDING PERMIT. OWNER TELEPHONE SO, Fr. OCC. BUILDING VALUATION OWN 5 &WUW.,ADd9ESS It - A 31,t- ` D CTOR'S NA T ONE CONTRACTORS MARINO ADDRESS L'/J`l' CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ S (� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUILDINGADDRESS j C:� 1 Energy Plan Checking Fee S PERMIT FEE $ LOT NO. SUBDIVISION'S -&AME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTU E SF ❑ Duplex ❑ Mobilenome 11 Other svECIFv Solar or heat um water heater 23.00 Water piping Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel O Utilities 11 Installation ❑ Other O Describe Work: (rr �(, V l� t Gas piping system 1 - 5 15.00 Building sewer 15.00 Mobile Ho S I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fe 20.001 aoov, oR ss Main Service 2ooA oR LELI:ss 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. OKNER-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, or my employees with wages as their sole compensation, will do the work, and he structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the proje•:t. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 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.) O 1 certify that in the perfoonance of the work for which this permit is issued, I shall not employ any persor in any manner so as to become subject to workers' compensation laws of California, and agree that it 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 WEE200A NEW CONST. DWELLING OCCUP. 3.5 S CCU000A .54 OR ( cod ,�uACcoS NON•RESID. 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. FOmJ 0 1.00 Ex. Occup.OUTLET OR SAL ® .so FIXED APP OR 5.00 Ex. Occup.G Io. EA Temporary Seryi 23.00 Mobile Hope -facilities 20.00 Misc_.Kring 23.00 7 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 2 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S obile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 1.21 HAZ. D. FEES IMP I FLO90 I CDF 4164 PARCEL I PO I HD I ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Da la Receipt No. WHITE-D.D.S.-B.D. CANARY•AS3ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, -002 ELEVATION, CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For insurance. Company Use: o� S BUILDING STREET AD RESS Including Apt., t, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company -NAIL Number 3L 1'fiT7S --•• • 62ovtcc.c JIHIC crrrc;wt 17 5-,rf(,G PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 51-0 -491y BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) d A ) LATITUDE/LONGITUDE � (OPTIONAL) HORIZONTAL DATUM: SOURCE: 1_j GPS (Type): ( ##° - ##'- #I#.##" or ##.III'frM/I3) LI NAD 1927 U NAD 1983 " USGS Quad Map II Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUy�ITY NAME & COMMUNITY NUMBER B2. COUNTYAAME B3. STAT GuT Lo )60of% r;:)LA- �- CA B4. MAP AND PANEL B5. SUFFIX I B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD 69. BASE FLOOD ELEVATION(S) NUMBER ft.(m) DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 01-tao &/25/90 61F� 1� A -142.S- t31 u. indicate the source of the 13ase Flood Elevation (BFE) data or base flood depth entered in B9. 1-1 FIS Profile 1_1 FIRM IX Community Determined 1_1 Other (Describe): 1311. Indicate the elevation datum used for the BFE in B9: I_1 NGVD 1929 1_1 NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1-1 Yes 1_1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1XIConstruction Drawings* 1_1Building Under Construction* 1_1Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1-1 Yes I I No ❑ a) Top of bottom floor (including basement or enclosure) y� • �. _ ft.(m) ❑ b) Top of next higher floor _ ft.(m) a ❑ c) Bottom of lowest horizontal structural member (V zones only) ft.(m) 20" 0 ❑ d) Attached garage (top of slab) _ _ ft.(m) E 0 ❑ e) Lowest elevation of machinery and/or equipment W servicing the building _ ft.(m) E ❑ f) Lowest adjacent grade (LAG) ft.(m) Z' m ❑ g) Highest adjacent grade (HAG) _ _ ft.(m) O N ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 8 J ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 9 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine oriMDrisonment under 18 U.S. Code, Section 1001. ADDRESS CITY STATE ZIP CODE � v, Gly c,4- FFMA Form R1 -S1. AIIC; q9 SFFLPFVFRSF sinF FOR C ONTINIIATION RFPI AC:FS At I PRFVIOLJS FnITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. for lnsurance:.Company,Use: BUILDIPJqSTREET WRESS (Including Apt., Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number CI ��/ t (te STATE ZIPCompany: NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1-1_I ft.(m)1-1-1in.(cm) 1_1 above or 1-1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1-1_I ft•(m)1-1_lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. .. _.... S.�~ t�9� ✓o h e A,�__ 4rkcf41, �<< Com- _75IX4 COMMENTS a /i3/00 S3o=5`33-20 1T 1_I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft. (m)Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FFMA Fnrm 81-31 AI1C, qq RFPI ACFS Al I PRFVInI1S FnITI( l; � v - STATE,OF CALIFORNIA THE RESOURCES AGENCY THE RECLAMATION BOARD PERMIT NO This Permit is issued to: Bob Hays 62 Country View lane Oroville, California 95966 16840 GM (Revised) To construct a�60- by 100 -foot maintenance equipment storage building and install a 12= by 56 -foot portable office building on -the -left bank designated floodway of the Feather River.. The project is located southwest of Oroville, west of Pacific Heights Road, and approximately 2 miles south of State Highway 162. Section 25, T19N, R3E, MDB&BVI, Feather River, Butte County. NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification of your proposed project described above. The Reclamation Hoard, on the ., day of , 19—, approved this application.and the plane attached thereto. Permission is granted to proceed with the work described in this application, which is incorporated herein by reference, subject to the following General and Special Conditions, (SEAL) Dated: MAY 2'5 20100 �^K. _ General Manager GENERAL CONDITIONS: ONE: This permit is issuod under the provisions of sections 8700.8728 of the Water Code. TWO: Only work described in the subject application is authorized hereby. THREE: This permit does not grant a right to use or construct works on I and owned by the Sacramento and San Joaquin Drainage District or on any other land. P'OURi The approved work shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirenmente of the Department and The Reclamation Board. FI VEt Unless the work herein contemplated shall have been commenced within one year after issuance of this permit, the Board reserves the right to change any conditions in this permit as may be consistent with curront flood control standards and policies ofTheReclamation Board. SIX: This permit shell remain in effect until revoked. In the event any conditions in this permit are not complied with, it maybe revoked on 16 days' notice. SEVEN: It is understood and agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. DWR 3784 (Rev, 9/85) (oaer) EIGHT: This permit docs not estttbliath tiny precedent with rospect to tiny ether application received by The Krelmnation Raard, NINE: The pertittee shall, when required by law, secure the writ.len order or-mmient from till other public ogenriea, hnvinac iuri,adirtion. TEN: The permittee is responsible for all persona) liability and property damage which may arise onl of failure on the permittee'a part to perform the obbotions under this permit. If tiny claim of liability in made Against. the State of California, or tiny departments thereof, the United States of America, n local district or other maintaining agoncios and the officers, ngents or employees thereof, (ho permittee shall defend and shall hold each of them harmless from each claim. ELEVF,N: The permittee shall exarciue reasonable care to operate and mointnin any work nuthorized herein to preclude injury toordamage to any works necessary to any plan of flood'euntrul ndopted by the Hoard or the 1,egisluture, or interferee with the. cuoecesful orecutioo, functioning or operation of any plan of flood control adopted by the Hoard or the Lugisloture. TWELVE: Should any of the work not conform to the conditions of 61s permit, the permittee, upon order ofThe lteclamntion Bonrd, shall in the manner prescribed by the Hoard be responsible for the cost and expense to remove, alter, relocate, orrecontttruct till or any part of the work herein approved. SPECIAL: *CONDI` IONS: THIRTEEN: All work approved by this permit shall be In accordance with the submitted drawings and specifications except as modified by special permit conditions herein. No further work, other than that approved by this permit, shall be done in the area without the prior approval of The Reclamation Board. FOURTEEN: The permittee shall notify the Department of Water Resources by telephone, (916) 323-4900, at least ten working days prior to. start of work. Failure to do so may result in delays for your project, FIFTEEN: All cleared trees and brush shall be completely burned or removed from the floodway, and downed trees or brush shall not remain in the floodway during the flood season from November 1 to April 15. SIXTEEN: The finished floor elevation of the structures shall be at least 2 feet above the design flood plane elevation of 142.5 feet, NGV Datum. SEVENTEEN: Stockpiled material, temporary buildings, or equipment shall not remain in the floodway during the flood season from November 1 to April 15. EIGHTEEN: Any remodeling, modification, additions, or repair that may place the dwelling or structure closer to the low-water channel of the floodway or lower the finished floor elevation to less than 2 feet above the design flood plane or 1007year flood elevation (whichever Is higher) is not allowed'. NINETEEN: The proposed buildings shall be properly anchored to prevent floatation into the floodway in the event of high water. TWENTY: The State of California shall not be held liable for any damages caused by the operation of the flood control project or from the releases of water from storage reservoirs. TWENTY-ONE: The Reclamation Board and the Department of Water Resources shall not be held liable for any damages to the permitted encroachment(s) resulting from flood fight, operations, maintenance, Inspection, or emergency repair. ` -_- --- ---- I? ..4u ivV VVV F U4 'I F SPECIAL CONDITIONS FOR PERMIT NO. 16844 (Revised) GM (Continued) TWENTY-TWO: The permittee may be required, at permittee's cost and expense, to remove, alter, relocate, or reconstruct all or any part of the permitted encroachment(s) if removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood control plan or project or if damaged by any. cause. TWENTY-THREE; The permittee shall maintain the permitted encroachment(s) and the project works within the utilized area in the manner required and as requested by the authorized representative of the Department of Water Resources or any other agency responsible for maintenance. ' � I OROVILLE SR 162 SCALE 1" = 400' PACFIC HTS RD LANDS OF OWNER A.P.# 36-51-14 PROPOSED SHOP w 585' PROPOSED / MODULAR OFFICE PLAN VIEW BUILDING FF 14.4.5 FEET S fTE PLAN PROPOSED SHOP FOR BOB HAYS PACIFIC HEIGHTS ROAD - ..__ . ' _-GROVILLE, CA 95966 SHEET 1 OF 1 MICHAEL MOONEY 5A MADRONE AVE CIVL ENPlNEER OROVILLE, CA RCE 20E.47 95966 EXP RES 9-30-01 530-533-2131 PACIFIC I V) t I pac o Q MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Butte County Building Inspection Department 7 County Center Drive Oroville, CA 95965 Re: Bob Hays # 00-0604 Subject Item 6, letter of May 12, 2000 5A MADRONE AVE OROVILLE, CA 95966 530-533-1216 The encroachment will not in my opinion result in any increase in flood levels during the occurrence of the base flood discharge. I base this opinion upon having observed flood levels for floods since 1975. It is my opinion that the base flood will not result in a floodway which encompasses the project site, consequently the buildings cannot increase the flood level. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 `P p,�061�1 119Y.',�25-00 04:10 FP1 ATC -APPLIED TESTING 530 891 4243 P.01 W APPLIED TESTING CONSULTANTS ---�mATERIALS ENGINEERING TESTING AND INSPECr/CN N May 24, 206o Bob & Kitty Hays 4638 Pacific Heights Road Oroville, Ca 95966 Re: Hays Shop Building Pad - Oroville, Ca We have completed compaction testing on the building pad for the Hays Shop Building in Oroville. The building pad was constructed on approximately 2.5 feet of fill. The pad was tested at 1.5 feet below finish grade and at approximate finished pad grade. The nuclear density test data sheet and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the pad was properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1994 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS Brad Forsythe Char Vice President Staff Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 Y-25-00 04.:1,3 PM ATc-APF'L I Eb TESTING 530 891 4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report sea, No. 1 Client: Bob $ Kitty Hays Pago: 1 of 1 Address: 4638 Paclflc Heights Road Date: 5122100 City, State: Orovllle, CA 95966 Tech: A. Forma ttm Kitty Bays Project: Hays Shop Building gall oeac►iptton: Brown sandy silt w/minor gravel Gouge a 12" CALIBRATION DATA:Density stn.: Moisture Std.: Densit xi : Moisturo Xi Com action E ul ment: Req'd Com acllon Curve No,: T-1 Max Dry Density. 113.1 Opt. Moist. Content: 15.8 90% Test Wet H2O Dry Moisture % Test # Depth Lmtion: Shop Building Pad Elev. Density 1Denslty Density Content Comp. Results FPG 1 12" East End -1.5' 126.4 19,41 107,0 18.1 95% PASS FPG 2 12" 1 NW corner .1.5' 127.4 18.3 109.1 16.8 97% PASS FPG 3 12" NE corner -1.5' MA 19.3 104.1 18.6 93% PASS 4 12" Middle of West half FPG 132.8 28.7 104.1 27.6 92% PASS 5 12" Middle of East heli FPG 135.0 26.5 108.5 24.4 96% PASS REPORT: Arrived at jobsite at 1000 hrs. to perform compaction testing of the Shop Building Pad. Performed 5 nuclear density tests at random locations as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, the test results Indicated at least 90% relative Compaction. Departed jobsite at 1100 hrs. P.02 V 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891.6625 - Facsimile: (530) 891-4243 ''f-7.,25-00 04:11 PM ATL.—APPLIED TEST I MG 530 891 4243 P.03 I. Sample Weight: 15000 grams •i`'':F� Pan No:AC .nrrP_c tnrt Gross wet wt: Trial No: �� Pan tare: Water Added Y•. Gross compacted wt: APPLIED TESTING CONSULTANTS Container Tare: Moisture foss: % Moisture Content: MATERIALS ENGINEERING TESTING AND INSPECTION. .ASTM 1557 Moisture/Density Curve 't►+r !; Wet density, pcf: Sample No: Dry density, pcf; Client: Bob & Kitty Hays Date: 22 -May -00 Address: 4638 Pacific Heights Road Tech. B. Carter City, state zip: Oroville CA 95966 Attn: Kitty Hays project: Hays Shop Building 'Soil Description: Brown Sandy Silt w/ Minor Gravel temple location: NDT locations on 5122 Sample Weight: 15000 grams •i`'':F� Pan No:AC .nrrP_c tnrt Gross wet wt: Trial No: Gross dry wt: Pan tare: Water Added Gross compacted wt: .Net dry wt: Container Tare: Moisture foss: % Moisture Content: x q `Net compacted wt: Wet density, pcf: `t,?• Dry density, pcf; Sample Weight: 15000 grams •i`'':F� Pan No:AC .nrrP_c tnrt 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% 190% "! Moisture Content j% of dry weight) Max density from curve; 113.1 Max adjusted density: pcf Optimum moisture: This test was performed per ASTM 1557 Reviewed by: 3060Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Gross wet wt: Gross dry wt: Pan tare: .Net dry wt: Moisture foss: % Moisture Content: 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% 190% "! Moisture Content j% of dry weight) Max density from curve; 113.1 Max adjusted density: pcf Optimum moisture: This test was performed per ASTM 1557 Reviewed by: 3060Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 112.0 ;F?flit, 110.0 109.0 108.0 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% 190% "! Moisture Content j% of dry weight) Max density from curve; 113.1 Max adjusted density: pcf Optimum moisture: This test was performed per ASTM 1557 Reviewed by: 3060Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 f BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved -without this completed form.) 001660y BUILDING PERMIT NUMBER P 036 Firm Nam/ej�� Address �"tv , Nature of Busin Contact Person 1I . t L Does your business or that of your tennants handle, store, or transport hazardous materials? V NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-kWRRI) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? r NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representati (Si atureJ IDa BCEHD BCAPCD ❑ �) The applicant has met or i eeting th applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. ClD The Above Regulations Do Not'Apply To This Facility. BCEHD Signature',i Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 11 GOLDENROD -Fire Dept. Department of Development Services Building Division. 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! - Owner's Name: L; ( Date: `7' tQ/-0 Assessor Parcel NumberBuilding Permit Number: Occupancy of Building: I hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do, heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. t I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. Signature of the Building Owner: Mailing Address: Telephone Number: 6500)51*__1_92176 i School District A.P. Numb® Property Owner Property Location)Address _ Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CIERTIFICATION FORM (One form per Building) Building Department No. County • Lot No. Residential Development ................................................................................................................... 0 _ Sq. Footage No of Living Mobile Home Addition/ "Supplemental to (Group R) y Units . Installation Conversion ? ..................................................(No Permit # foundation inspection): ' Commercial/Industrial FUn' p Sq. Footage ©c Q New . Addition (Incl ding Exterior Roofed Areas) t M'• • (/�1Jq/►/(� (��\ (/fes) Building Department Representative Date ti imoor rians reviewea oy acnooi uistnct rersonneq District Identification No. . T fSchool District certifies that 164 (Applicant) J (Street Address) has complied with the requirements of Resolution No representing �f Q J j� square feet. :hool'District Representative Paid by Check 1t , (Phone Number) - (State) (Zip Code) by payment of $ �,(pD• Q� AB 2926 $ FULL MITIGATION S r- - Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), 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) feeformAs (10/98)dmm KITTY GIVT`�5 �cnvb�'1o1� C'o -mc 01 3 QZ_ `Ca vu AV u.aaut?�. D/a-IT16- i76a L6W� (Rlc� 9.) (-TJ W,-AitJ F-eNe 2a2,tW, 2 DEW 1Vb V , 41 ` ( FYucm co I�sG�L � ca3S zQ�- OA W L POA. UP UPT) T -0 60 BUTTE COUN 1 Y 91WILDING DF-PARTMENy Kum waw 5�-,rj 1� T, WA N -4U d-, prn6LA : U6[u,(,Me `z 1 21 v -?:)oy\2 TST3 I / ARL CI-y,R � o c- F66,vl �1 C, 7:2 LA T, I I � x �� kz?-� 6, m I mt Tbl)1`L Amont 1A m hU l h-phbrO C�����.� t..��� L� 12d� u lc� c� C�') Z � �� , ��� (g �1 S� ops K 2 4� OX �j I -i -a 19E, .C:n� I 4 �'> �T(b U.ibu 1��� n� � �dl r�,u�y s 1 � � (See AND WHEN RECORDED P.4AIL TO: BUTTE COUNTY BUILDING DIVISION (55 7 COUNTY CENTER DRIVE OROVII.LE, CA 95965 UD vv-oau7 Recorded Official Records County BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:21AM 27 -Apr -2000 REC FEE 10.00 CONFORM .00 Nikki Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, primir_g, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property sitaate in the County of Butte, State of California, described as follows: Date "� r DO PROPERTY OWNERS: State of California County of S A A On 1�kq, A 'N W. '&U GO before me, personally appeared 'Ney'r, N f V v c a personally known to me (or proved to me on the basis of satisfactory evid nce) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowleded to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature ` /l Q;;^Seal: d KEVIN FEUERSTEIN A.P. # n3 (0 — �rj I(') -- ai �::.. 2oc 3pl Order No. 53148 VL DESCRIPTION All that ce^tain real property situate in the County of Butte, State of California, described as follows: A portion o- Section 25, Township 19 North, Range 3 East, M.D.B. & M., and being more particularly described as follows: Commencing at the Southeast corner of Section 25; thence North 1' 16' East along the East line of Section 25, a distance of 1789.4 feet to a point; thence South 87` 28' West, 231.0 feet to a point; thence South 6` 41' West, 499.55 feet to a point; thence North 88` 41' West, 36.83 feet to.a point, said point being,the true point of beginning of this description; thence from the true point of beginning, continuing North 88` 41' West, 615.83 feet to a point; thence North 11 19' West, 300.32 feet to a point; thence South 88` �.1' East, 579.25 feet to a point; thence South 8` 51' East, 292.0" feet to a point; thence South 6` 35' West, 12.62 feet to the true point of beginning. Said parcel is also known as Parcel No. 10 on Record of Survey filed in the office of the Recorder of the County of Butte, State of California, on May 31, 1955 in Book 21 of Maps, at page 38. '<OM . May 17 00 11:57a PHONE NO. uE,ST BUTTE IAGU s Mr. Bob Hays •62 Country View Lane Oroville, California 95966 MAY. 17 2000 02:13PM P3 Sqy 0 4 1999— . b Re: Reclamation Board Permit -N6. -16&40 -GM Dear Mr. Hays: This is in response to a request for a variance transmitted by Mr. Michael Mooney on April 21, 1998 to construct the finished floor of the proposed 60 -by -100 -foot storage building at elevation of 144 feet, NGV Datum, instead of two feet above the design flood elevation of 147 feet as required by the permit. As an alternative to elevating the building pad as required by the permit, you may establish the fini'sshed;floor_of=the_structure-at-elevation-144_provided that you obtain the certification of a registered civil engineer that the structure will be adequately anchored and flood proofed to withstand flooding to elevation •149. This alternative is consistent with the standards contained in Section 113 of C.C.R., Title 23, Regulations of The Reclamation Board. On April 29, 1998, you also informed David Padilla of your intention to place a mobile office trailer at the site. Please submit three copies of a revised site plan showing the proposed location of the trailer. Your permit will be amended to address these issues upon receipt of the documents requested herein. If you have any questions, please contact David Padilla at (916) 653-9900. Sincerely, Upwaliald gi Jon M. Anderson, Chief Floodway Protection Section cc: (See attached list.) bcc: Donald Yeoman ✓ DpaCilla.: Justin stutlovan Text area: AMP61/david's/16840.1tr Spell Check: 4/30/98 • STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor DEPARTMENT OF WATER RESOURCES APR 0 6 1995 1416 NINTH STREET, P.O. BOX 942836 SACRAMENTO, CA 94236-0001 (916) 653-5791 Permit No. 16840 GM Bob Hays 62 Country View Lane Oroville, California 95966 Dear Mr. Hays: Enclosed is your approved Reclamation Board permit. Under Condition Four of the permit, you are required to accomplish the work under the direction and supervision of the Department of Water Resources. Therefore, you must advise the Department at 1801 Sixth Street, Sacramento, California 95814, telephone (916) 445-6386, at least 10 days prior to starting work. An addressed postcard is =:enclosed for your convenience. Please note that your permit describes the, work you proposed in your application. However, this permit is subject to 12 standard conditions and contains special conditions which could place limitations on or require modifications to your project. Therefore, you are advised to read all conditions prior to starting, work. This permit does not relieve you of the responsibility for obtaining authorization from any other concerned State, local, or federal agency for your proposed project. The start of any work under this permit shall constitute an acceptance of the provisions of the permit and an agreement to perform accordingly. For further information, you may contact me at the above address or telephone (916) 653-0402. Sincerely, Jon M. Anderson, Chief Floodway Protection Section Enclosures cc: Navigation and Flood Control Unit CESPK-CO-O Sacramento District U.S. Army Corps of Engineers 1325 J Street Sacramento, California 95814-2922 This Permit is issued to: STATE OF CALIFORNIA THE RESOURCES AGENCY THE RECLAMATION BOARD PERMIT NO. 16840 GM Bob Hays 62 Country View Lane Oroville, California 95966 To construct a 60 -by -100 -foot maintenance equipment storage building on the left bank designated floodway of the Feather River. The project is located southwest of Oroville, west of Pacific Heights Road, and approximately 2 miles south of State Highway 1621. Section 25, T19N, R3E, M.D.B.&M., .Feather River, Butte County. NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification, of your proposed project described above. The Reclamation Board, :)n the day of 19_, approved this app;ication and the plans attached thereto. Permission is granted to proceed with the work described in this application, which is incorporated herein by reference, subject to the following General and Special Conditions. (SEAL) APR 0619% Dated: General Manager GENERAL CONDITIONS: ONE: This permit is issued under the provisions of Sections 8700 • 8723 of the Water Code. TWO: Only work describWin the subject application is authorized hereby. THREE: This permit does mot grant a right to use or construct works on land owned by the Sacramento and San Joaquin Drainage District or on any other land. FOUR: The approved worl shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirements of the Department and The Reclamation Board: FIVE:. Unless the work herain.contemplated shall have been commencedwithin one year after issuance of this permit, the Board reserves the right to change any conditions in this permit as may be consistent with current flood control standards and policies of The Reclamation Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with; it may be revoked on 15 days' notice. SEVEN: It is understood and agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work- in accordance therewith. DWR 3784 (Rev. 9/85) (over) EIGHT: This permit does,not establish any precedent with respect to any other application received by The Reclamation Board. NINE: The permittee shall, when required by law, secure the.written.order or consent from all other public agencies having jurisdiction. TEN: The permittee is responsible for all personal liability and property damage which ma,y arise out of failure on the permittee's part to perform the obligations under this permit. If any claim of liability is made against the State of California, or any departments thereof, the United States of America, n local district or other maintaining agenciewand the officers, agents or employees thereof;`the permittee shall defend and shall hold each of them harmless from each claim. ELEVEN: The permittee shall exercise reasonable care to operate and maintain any work authorized herein to preclude injury to or damage to any works necessary to any plan of flood control adopted by the Board or the Legislature, •or interfere with the successful execution, functioning or operation of any plan of flood control adopted by the Board or the Legislature. TWELVE: Should any of the work not conform to the conditions of this permit, the permittee, upon order of The Reclamation Board, shall in the manner prescribed by the Board be responsible for the coat and expense to remove, alter, relocate, or reconstruct sill or any part of the work herein approved. SPECIAL CONDITIONS: THIRTEEN: All work approved by this permit shall be in accordance with the submitted drawings and specifications except as,modified by special permit conditions herein.. No further work, other than that approved by this permit, shall be done in the -area without the prior approval of The Reclamation Board. FOURTEEN: The permittee shall notify the Department of Water Resources by telephone, (916) 445-6386, at least ten working days prior to start of work. FIFTEEN: Cleared trees and brush shall be completely burned or removed from the floodway, and downed trees or brush shall not remain in the floodway during the flood season from. November 1 to April 15. SIXTEEN: The finished floor elevation shall be at least 2 feet above the design flood plane elevation of 147 feet, NGV Datum. i SEVENTEEN: Stockpiled material, temporary buildings, or equipment shall not remain in the floodway during the flood season from November 1 to April 15. EIGHTEEN: Any remodeling, modifications, additions, or repair that may place the dwelling or structure closer to the low-water channel of the floodway or lower the finished floor elevation to less than 2 feet above the design flood plane or 100 -year flood elevation (whichever is higher) is not allowed. NINETEEN: The proposed building shall be properly anchored to prevent floatation into the floodway in the event of high water. TWENTY: The State of California shall not be held liable for any damages caused by operation of the flood control project or by releases of water from storage reservoirs. TWENTY-ONE: The Reclamation Board and the Department of Water Resources shall not be held liable for any damages to the permitted encroachments) within the Feather River Designated Floodway resulting from flood fight, operations, maintenance, inspection, or.emergency repair. SPECIAL CONDITIONS FOR PERMIT NO. 16840 GM (Continued) TWENTY-TWO: The permittee may be required, at permittees_ cost and expense, to remove, alter, relocate, or reconstruct all or any part of the permitted encroachment(s) if removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood.control plan or project or if damaged by any cause. TWENTY-THREE: The permittee shall maintain the permitted' encroachments) and the project works within the utilized area in the manner required and as requested by the authorized representative of the Department of Water Resources or any other agency responsible for maintenance. PLACE STAMP HERE DEPARTM'E�T OF WATER RESOURCES Sacramento, California State inspector should contact: .'Name Address Phone No This is to notify you that the work approved under Per mit No. is scheduled to begin APPLICANT lbO40 %TREC SBD PERMITS ' a IIS �i1►= ,��?_� �� - RPR 31)'98 12 17. No .004':;F' • DRAFT April 30, 1998 �l 1 ^Quntrr Vicom !.?no tills, Califor'nlr 96966 r' eolematior -.oard Permit No, 16840 GM Dc r Mir. Hays: Thin Is ir, rosponse tc rest for a variance transmitted by Mr. Michael . . V�;v,?n y on April 2.1, 9996. .iuct the finished floor of the proposed 60 -by -100 -foot r' .r, bui ding st elevation of +44 feet, NGV Datum, instead of two feet above the , "M1 elevation of 147'4 -et as required by the permit. r tzri altomative to olevefinj the building pad as required by the permit, you the finished floor of the structure at elevation 144 provided that you �.•1 'talon of n registered civil engineer that the structure will be adequately . `'trod proW6, withstand flooding to elevation 149. This alternative is - r" ", nt ctendtnras, lnfefined in Section 113 of C.C.R., We 23, Regulations - On Ar)ril 29, 1998, you also informed David Padilla of your intention to place a orl. , tm- filar ei the 0a. Please submit three copies of a revised site plan - Ing I'M propoced iccailon of the trailer. Your permit will be amended to address i ooues upon receipt of the documents requested herein. - If you hvvo zany questions, pleas '9ct me at (916) 653-0402 or David Padilla! 3) 553-9900. , Sincerely, I t . Poet-: Fox Note 7f *1 Date. ae 0 To �, From t'A/I0 ` Jon Mi. Andersen, Chief 4 1WIL Floodway Protection Section Phono a = - - xis a FROM PHONE NO. MAY. 17 2000 02:12PM-P1 vk.-. 4638 PACIFIC HEIGHTS ROAD OROVILLE, CA 95966 BUS. /FAX: 530-534-9470 BOB I-LAVS OWNFR FAX Tl ANSMITTAL FROM: DATL: s,5 1`7& J -Ax- alLto 1440M.". PAGES: 9;;6Dbui - A nA CC: 2-L rn d A LOU) I1 --j 2 U *R G E --'N T Z FOR REVIEW 0 PLEASE COMMENT --, 1-11-E-:kSi7*- i z i-- i:) L- lug- FROM 17 00 11:57a PHONE NO. WEST BUTTE PGU Mr. Bob Hays •62 Country View Lane Oroville, California 95966 MAY. 17 2000 02:13PM P3 NAY 0 4 1998- Re: 998 " Re: Reclamation Board Permit No. 16840 GM Dear Mr, Hays: This is in response to a request for a variance transmitted by Mr. Michael Mooney on April 21, 1998 to construct the finished floor of the proposed 60 -by -100 -foot storage building at elevation of 144 feet, NGV Datum, instead of two feet above the design flood elevation of 147 feet as required by the permit. As an alternative to elevating the building pad as required by the permit, you may establish the finished floor of the structure at elevation 144 provided that you obtain the certification of a registered civil engineer that the structure will be adequately anchored and flood proofed to withstand flooding to elevation 149. This alternative is consistent with the standards contained in Section 113 of C.C.R., Title 23, Regulations of The Reclamation Board, On April 29, 1998, you also informed David Padilla of your intention to place a mobile office trailer at the site. Please submit three copies of a revised site plan showing the proposed location of the trailer. Your permit will be amended to address these issues upon receipt of the documents requested herein. If you have any questions, please contact David Padilla at (916) 653-9900 Sincerely, Jon M. Anderson, Chief Floodway Protection Section cc: (See attached list) bcc: Donald Yeoman L--✓ Dpadilla: Justin Studs3van Text area: A:/WP61/devid's/16840.1tr Spell Check: 4130/98 May 17 00 11:57a WEST BUTTE AGO SR 762 5306960577 p.l OROVILL I LANDS OF OWNER c `gyp c`AP. J 36-51-14 PROPOSED SHOP S 88 25' E 200' PACFC HTS RD ,'ALE ?° 4,00'PLAN VIEW V I � Q FLOOD PLAIN FE4THER. RIVER Q BUILDING FINISH FLOOR 144' 200' -jolt- P7 t,)r) FLOOD PLAIN 742.C' All CPOSS SECTION RQFESSIO,y9 VERT. j'1" = 40'I 2064 �) Ed wd2i:EO 0002 zi Adw PAC.FiC 127-7 16840 PROPOSED SHOP FOR BOB HAYS • PAC,FIC HEIGHTS ROAD CROVILLE, - CA 95966 S! !EET r OF WHAEL VCOrvEY 5A MACRCvE AVE QvL EI4C111114P R (7,prl l iv rs ON 3NOHd : w083 STATE OR CALIFORNIA •• TME RESOURCES AGENCY GRAY DAVIS, Governor DEPARTMENT OF WATER RESOURCES 1418 NINTH STREET, P.O. BOX 942838 SACRAMENTO, CA 94230-0001 (910) 863.8791 FAX TO: "f. . n) X34 �`l4-1o Fax Number. . Telephone: ---- �� ---------------- Number of Pages: --- �----- -____ From: 15nLL.�as1Ao.An Fax Number: . —L4 Telephone. Comments DAT - OT3 This Permit is issued to: STATE OF CALIFORNIA THE RFSOURGES AGENCY THE RECLAMATION BOARD PERMIT NO. Bob Hays 62 Country .View bane Oroville, California 95966 16840 GM (Revised) To construct a 60- by 100 -foot maintenance equipment storage building and install a 12- by 56 -foot portable office building on the left bank designated floodway of the Feather River.. The project is located southwest of Oroville, west of Pacific Heights Road, and approximately 2 miles south of State Highway 162. Section 25, T1 9N, R3E, MDB&M, l=eather River, Butte County. NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification of your proposed project described above. The Reclamation Hoard, on the day of , 19—, approved this application and the plans attached thereto. Permission is granted to proceed with the work described in this application, which is incorporated herein by reference, subject to the following General and Special Conditions. (SEAL) Dated: MAY 2'5 2000 _ General Manager GENERAL CONDITIONS: ONE: This permit is issued under the provisions of Sections 8700 - 8728 of the Water Code. TWOS Only work deacribed in the subject application is authorieed hereby. THREE: This permit does not grant a right to use or construct works on land owned by the Sacramento and San Joaquin Drainage District or on any other land. P'OURs The approved work shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirements of the Department and The Reclamation Board. FIVEt Unless the work herein contemplated shall have been commenced within one year after issuance of this permit, the Board reaervasthe right to change any conditions in this permit as may be consistent with current flood control standards and policies ofTheReclamation Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with, it maybe revoked on 15 days' notice. SEVEN: It is understood and age to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. DWR 3784 (itev. 9/8=1) (over) � r• J. . r EIGHT: Thio permit dove not eslcthlitih tiny precedent with respeel to nny other upplicattion rervived by The Rucl inalion Board. NINE: The perinitic•e bholl, when rectuired by low, eecure.. the written order or tvmsent from till other public agenciex hnving iurixdit•tion. TEN: The permittee is remponeible for all persona) liability and property damage which may arise out of failure on the permitter.'n purl u, perform the obligations under thele permit. If tiny cinim of linhility is made autiinsl the 8t4ite of L'aliforniti, or tiny departmentx thervot, thtc United Statex of America, a local dixtrict or other maintaining agencies and the officerv. agents or employees thereof. tho permittee xhall defend and shall hold each of them harmless from each chum. ELEVEN: The permittee shall excrcioe renxonable dire to operate and maintain any work authorized heroin to preclude injury to or damage to any works necessary to any plan of flood 'euntrol adopted by the Hoard or the Legieluture. or inlcrfere with the uuvecsN(ul ezctutioa, functioning or operation of any plan of flood control adopted by the Hoard or the LuKislature. TWELVE.: Should any of the work not conform to the conditions of this permit, the permittee, upon order ofThe Reclamation Board, shall in the manner prescribed by the Huard be responsible for the cost attd expense to remove, niter, relocate, or reconstruct all or any part of the! work herein approved. S PECIAL" CONIJITION9: THIRTEEN: All work approved by this permit shall be In accordance with the submitted drawings and specifications except as modified by special permit conditions herein. No further work, other than that approved by this permit, shall be done in the area without the prior approval of The Reclamation Board. FOURTEEN: The permittee shall notify the Department of Water Resources by telephone, (916) 323-4900, at least ten working days prior tostart of work. Failure to do so may result in delays for your project, FIFTEEN: All cleared trees and brush shall be completely burned or removed from the floodway, and downed trees or brush shall not remain in the floodway during the flood season from November 1 to April 15. SIXTEEN: The finished floor elevation of the structures shall be at least 2 feet above the design flood plane elevation of 142.5 feet, NGV Datum. SEVENTEEN: Stockpiled material, temporary buildings, or equipment shall not remain In the floodway during the flood season from November 1 to April 15. EIGHTEEN: Any remodeling, modification, additions, or repair that may place the dwelling or structure closer to the low-water channel of the floodway or lower the finished floor elevation to less than 2 feet above the design flood plane or 1007year flood elevation (whichever Is higher) is not allowed. NINETEEN: The proposed buildings shall be properly anchored to prevent floatation into the floodway in the event of high water. TWENTY: The State of California shall not be held liable for any damages caused by the operatior of the flood control project or from the releases of water from storage reservoirs, TWENTY-ONE: The Reclamation Board and the Department of Water Resources shall not be held liable for any damages to the permitted encroachment(s) resulting from flood fight, operations, maintenance, Inspection, or emergency repair. x SPECIAL CONDITIONS FOR PERMIT NO. 16840 (Revised) GM (Continued) TWENTY-TWO: The permittee may be required, at permittee's cost and expense, to remove, alter, relocate, or reconstruct all or any part of the permitted encroachment(s) if removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood control plan or project or if damaged by any cause, TWENTY-THREE: The permittee shall maintain the permitted encroachment(s) and the project works within the utilized area in the manner required and as requested by the authorized representative of the Department of Water Resources or any other agency responsible for maintenance. u SR 162 PACFIC HTS RD LANDS OF OWNER A.P.# 36-51-14 PROPOSED SHOP (A OROVILLE I & - GEOR /A PA MC PROPOSED MODULAR OFFICE SCALE 1" = 400' PLAN VIEW BUILDING FF m45 FEET cr 0 STE PLAN PROPOSED SHOP -FOR BOB HAYS PACIFIC HEIGHTS ROAD 'OROVILLE, CA 95966 SHEET I OF 1 MVIAEL• MOONEY 5A MADRONE AVE ClVL -D%* EER OROVLLE, CA RCE 2Q647 95966 009;tS 9-30-01 530-533-2131' NON-RESIDENTIAL PLAN REVIEW GUIDE Owner:-� S Building Permit Number: Plans Examiner: _ A. P. Number: GENERAL: Plans designed and wet stamped by a California licensed architect or registered engineer. 2' Complete Code Analysis provided. 3' Proper description of work on the application. Zoning requirements — Planning Division approval. 5 Land'Development approval. Fire Marshal approval. 7 Environmental Health Department approval - (a) Kitchen . (b) Pool (c) H occupancy. Hazardous Materials and Emissions Questionnaire. 9 Building permit valuation. 09 d{ .. Existing violations on the property. M �q Pr. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. - Other buildings or structures. 4� Grading, fills and/or drainage. Flood hazard and construction requirements. 6. State Responsibility Area review of plot plan.. c 7. Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 8. FAU & FAS road setback. 9. Building or utilities across lot lines (record form). OCCUPANCY REQUIREMENTS: X. Compliance with specific occupancy requirement. Mixed Occupancies Ratio (Uniform Building Code section 504.3). Occupancy Separations (Uniform Building Code section 302). Area Separations (Uniform Building Code section 504.6). X' Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). Maximum height requirements (Uniform Building Code section506 and Table 5-B). a Fire Sprinkler System (Uniform Building -Code section 904). .8� Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). A' Smoke Control (Uniform Building Code�section 905). Attic: Access;, Draft Stop and Ventilation (Uniform Building Code section 1505). Minimum Plumbing Facilities (Uniform Plumbing Code Table 4-1). Accessibility for the Physically Disabled (Title 24). Commercial Kitchen.Grease Hoods (Uniform Mechanical Code section's 507 & 508). National Electrical Code requirements (Medical — Article 517, Assembly —518, Ga es — 511, etc. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 1.6'."Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Page 1 of 2 TYPE OF CONSTRUCTION REQUIREMENTS: X! Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof drainage (Uniform Building Code section1506). �3 Parapets (Uniform Building Code section 709.4). .� Floors and walls in water closet compartments and showers (Uniform Building Code section 807). Guardrails (Uniform Building Code section 509). Attic access and ventilation (Uniform Building Code section 1505). 7' Skylights (Uniform Building Code section 2409 & 2603.7). -8K Stages and platforms (Uniform Building Code section 405). Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). Foam plastic insulation (Uniform Building Code section 2602). 14. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: General egress requirements: K1. The Exit Access (Uniform Building Code section 1004). K2. The Exit (Uniform Building Code section 1005). Y.3. The Exit Discharge (Uniform Building Code 1006). A. Number of exits (Uniform Building Code Table 10-A). ,a' Egress width requirements (Uniform Building Code Table 10-B). 4: Stairway details — landings, rise and run, head clearance, handrails (UBC section 1003.3.3). A'. Hallways and Corridors (Uniform Building Code section 1004.3.3 & section 1004.3.4). 4. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). -7/ Egress requirements based upon occupancy category (Uniform Building Code section 1007). X. Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 16. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 1/. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: .Y. Brick or stone veneer (Uniform Building. Code section 1403). s2: Energy design compliance and supporting documentation. Special Inspection requirements (Uniform Building Code section 1701): High Strength Bolting. 3.2. Field Welding. 3.3. Masonry (full stress). 3.4. Concrete (f c > 2500 psi). .4— Special Certificates — Mill Certificates. 5. Expansive soil — special foundation design required. BUILDING PERMIT REQUIREMENTS: 1. SRA. Flood elevation certificate. 3. Fire Sprinklers required. 4. Special Inspection requirements. 5. Use Permit conditions. 6. Identify Occupancy and Construction Type on the. Application and Permit. Page 2 of 2 • Department` -of Development Services Building Division 7 County Center Drive OrovWe, CA 95965 (530)538-7541 (530) 538-2140 FAX SINGLE OCCUPANCY CODE ANALYSIS Building Use: _ EQUA I PM £n!r 5 k f S R 1\06 Zr-! T -A LS Type of Occupancy - S 3 Type of Construction - V 14 Basic Allowable Floor Area — UBC Table 5-B: 3 Doo Proposed Floor Area: 000 Maximum Height of Building: Number of stories: Allowed - Z Proposed - i Height in Feet: Allowed - _ yo Proposed - 23 Fire Sprinklers:, Yes No _ Allowable area increases (if applicable) Uniform Building Code section 505: Separation on two sides: Minimum yard width > 20' x 1.25% = Allowable increase (50% Max.) x 1.25% Separation on three sides: Minimum yard width > 20' x 2.50% = Allowable increase (100% Max.) x 2.5% Separation on all sides: Minimum yard width > 20' x 5% = Allowable increase (100% Max.) x 5% Automatic Sprinkler System: Allowable area x ,3 for one-story buildings. Allowable area x 2 for buildings of more than one-story. UBC 505.2 Unlimited Area: The area of any one or two story building of Groups B; F, Division 1 or 2; M; S, Division 1, 2, 3, 4 or 5; and H, Division 5 Occupancies shall not be limited if the building is provided with an approved automatic sprinkler system throughout and entirely surrounded and adjoined by public ways or yards not less than 60 feet in width. Actual Area _ Load Factor' = Occupants Exits Required 00C) 300 20 Existing Occupant Load (if applicable):_ Additional Occupant Load: Exits Provided Total Occupant Load: ?_ p Uniform Building Code 1003.2.2.2.1: In determining the occupant load, all portions of a building shall be presumed to be occupied at the same time. Page 1 of 2 Uniform Building Code — Table 10-B - Egress width per person served': Occupant load x'0.2 = Horizontal exit width required in inches: y Occupant load x 0.3 = Stairway exit width required in inches: Total exit width provided: t-% Maximum travel distance to exits4: Non-sprinklered=200': Sprinklered=250': Indicate on the building plans The Exit Access 5, The Exit6, and The Exit Discharge 7. 1- UBC Table 10 — A 2- UBC 1004.2.4 — Where two or more exits are required from any level or portion of the building, at least two of the exits shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the area served measured in a straight line between the center of such exits. Additional exits shall be arranged a reasonable distance apart so that if one becomes blocked, the others will be available. 3- Refer to UBC Table 10-B for H-1, H-2. H-3, H-7, I-1, and 1-2 occupancy requirements for egress width. 4- UBC 1004.2.5: Travel distance an occupant must travel from any point within occupied portions of the exit access to the door of the nearest exit 5- UBC 1004.1: The exit access is that portion of a means of egress system between any occupied point in a building or structure and a door of the exit 6- UBC 1005.1: The exit is that portion of the means of egress system between the exit access and the exit discharge or the public way. 7- UBC 1006.1: The exit discharge is that portion of the means of egress system betweFn the exit and the public way. Page 2 of 2 May 12, 2000 Bob Hays 62 Countryview Lane Oroville, CA. 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Metal Building Assessor Parcel Number: 036-150-014 Building Permit Number: 00-0604 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response infor:mation'is included on the response form. Your complete and clear response will expedite the re: -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 11 "'VA California licensed architect or registered engineer must prepare the building plans. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. The drawings must include a complete plot plan with the location and /occupancy classification for all buildings on this parcel. v rovide a complete floor plan for the proposed building. v classification of the building is the critical first step in the effective use of the Uniform Building Code. To an even greater degree, the proper determination of occupancy and type of construction is the basis for all other code determinations. Provide a complete code analysis for the entire building. This analysis must include the exit access, the exit, and the exit /discharge. The permit from The Reclamation Board (16840 GM) with the flood plane elevation of 147, NGV Datum does not match the BFE of 142.7 on the Elevation Certificate. Provide larification for the different elevation requirements. All electrical, heating, ventilation, plumbing and air conditioning equipment shall be designed and/or located so as to prevent water from entering or accumulating within the cNomponents during conditions of flooding (Butte County Code Section 26-24). ew construction shall be prohibited in any floodway unless certification by a registered professional engineer demonstrates that the encroachment will not result in any increase in 1 of 2 flood levels during the occurrence of the base flood discharge (Butte County Code Section __26-24). d7 Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or of adequate to depict code compliance. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of per -nit application on the PERMIT APPLICATION DATA SHEET. �,Provide 3 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Balance o -Building Permit fees will be determined when the above items have been received and reviewed. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the h.:)urs of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbom Plans Examiner c.c. Michael Mooney 2 of 2 BUTTE COUNTY DEVELOPMENT SERVICES 0 COMPLAINT FORM 7 'f`-1 Date:Complaint Taken By: ComplaintlViolation Location: _ V6 -3 & -P(I uR c_ COMPLAINT: 1'�DYcea (ZOLy-, I�StV1C � S4-eps , vn->ivizyn Dyt- rve lnn i Se.S� PP wv q'D tild, -----------------------------------------------------------------=------ -- — ----- Iu Owner:–Tf�n- + FCC.nee� 40.` S AP#:1, 035 - 480 `oro 1 5 ISS ---- - � Owner: A)BA .SJyyie + '40 5 Zoning: 1 1-1W �t�1�kS Address: " non-{fl_I Mt' t) LG Ul f,. General Plan: Y'06 I If I CA _ 1 P Supervisorial District #: TYPE: { } Building { } Health { } Planning { )Housing Caution: () Yes Why: Permit History on File { } None { } See Attached Tenant: Description of Violation: An R Size of Bldg/MH: _ INSPECTOR'S REPORT Address: { } Occupied Has Electricity { )Yes { } Vacant Has Sanitation { } Yes Under Construction { } Yes { } No Hazards: { } No { } Yes (explain) Person Contacted: ZC/1 Siv,,9 GG 7`x.9 Approx. Age of Bldg/MH: { )No Has Gas/Propane { } Yes { } No { } No Obvious Sewage Problems ( ) Yes { } No Built by/for { } Present Owner { } Previous Owner Describe Action Taken: J INSPECTG: MUST ATTACH A COPY OF THE CORRECTION NOTICE!! Inspector: Date: 9 —� ACTION RECOMMENDED Cmplaint formation Only, File { } Hold for Days Unfounded { } Other { } Resolved per Ins -P ector's.Report { } Send Letter of Compliance Inspector must draw a plot plan with all building locations on the back of this sheet. KAFORMS\Complaint Form revl.doc L BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public! ! ! ! ! ! ! DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: _ Address: Phone Number: The above information is not available to the public!!!!!!! (2) KAFORMS\Complaint Form rev Ldoc �4ift�s tirroc`F'%'i:?S7.:F:.A+'ti►s- cj,?S:s?l.Tilv.w.er :;t s f :i 036-51-0-014 ':i,00-1802 HAYS, FRANCES ' 4638 PACIFIC HEIGHTS, OROVILLE CONTR: OWNER PLUMBING i ELECTRIC •v3S-y�o-o�� s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �Q ASSESSOR PARCEL NUMBER 036-510-014 ZONING BUILDING PERMIT OWNER FRANCES HAYS TELEPHONEE 514 3470 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4618 FACIM HEIGHTS RI). OR07"LE CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS — - r- Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRE$C�yTL, �IKL�iC� Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 21 7.00 14.00 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: PLUMBING, ELEC Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 1 @20.00 PERMIT FEE S4V*UU ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.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.POWER 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: ❑'r I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 Main Service TO 46.00 NEW CONST. DWELLING OCCUCUP. OR ADONS. & ACC. BLDS. SO 3.5QFT. NON-ROSID. MULTI -OUTLET @7,50 • APPARATUS a SINGLE OLlrLET CIR. EX. Occup. OUTLET OR FD(TUREs' 0''0° BASO Ex. Occup. oLr TS AP �E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 42, 50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ 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 comply with those provisions. X _' /.' �' %% _ Date _' i Signature of Applicant - QPOyv eri r ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructions of structures over 3 stories in height.Bye/// Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES .50 �.AZ. p. FEES IMP FLOOD CDF PARCEL Pfl HD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ' ,� C 1 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �r., ' L/ spate r l>> •— 1 Date Receipt No. ,w,,�cy/ 27L•w WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT -1 1.. fDQNTY OF BUTTE- DEPARTMEN �_OF_PQ YELOPM ENT SERVICES - 7 County. Center Drive - Oro,41le, California 95965 - Telephone (Rev. 12/96) _► APPLICATION AND PERMIT BUILDING DIVISION (916) 538-7541 PERMIT NO. 4.7- Z,5�'�-;/,- ASSE:SOR PARCEL NU f i - - � /U _O "/ zONIyG �, BUILDING PERMIT ' CIA e TELEPHONE 3 L1- 9 c(770 SO. OCC. BUILDING VALUATION OWNERS MAIUNG ADIAESS CONTRACTOR'S NAME TELEPHONE /v � CONTRACTORS MAILING ADDRESS -- CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS - Total Valuation $ ) ARCHITECT OR ENGINEER LICENSE NO. Filina Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $' _ BUILDING ADDRESS a QEnergy Plan Checking Fee $ OkIl PERMIT FEE 1 $ LOTNO. SUBDIVISIONS NAME PARCEL MAP-- PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE /� SF ❑ Duplex ❑ Mobilehome Other l6 Gam, SPECIFY Each Trap 7.00 Solar or heat um water heater — 23.00 Water piping 15.00 5.00 _ Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U61itieInstallation ❑ Other ❑ Describe Work: 6� c-4— , / / Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SIG W @20.00 —• PERMIT FEE S ©r, C ELECTRICAL PERMIT _ Fling Fee 20.00 600V OR "E ' Main Service 200AORlESs 23.00 r LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70M) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 1 ❑ I am exempt under Sec. , Business and Professions Code for this reason 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 Policy Number (The above sections need r.ot be completed if the permit is for work of a valuation of one hundred dollars ($t00) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person it 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 p ovisions of section 3700 of the Labor Code, I shall forthwith comply with those. provisions. forthwith X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. _ Main Service 20cA TO lonor 46.00 — NEW CONST. DWEWNG OCCUP. SO. OR ADDNS. ( a ACC. Bu's_ 3.5QFT. Np RESIU AIULTI.OUTLET 97,50 PowER APPArurus -- a swGLE ourtFr aR. _ 00 EX. Occup. OUTLET OR FIXTURES BAkL O '.w FIXI Ex. Occup. Dunt�s As .G. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 _ — Misc. Wiring 23.00 PERMIT FEE $ .o6 - MECHANICAL PERMIT Fling Fee 20.06 Heating Cooling Hood — 6.50 _— — Ventilation -- --- — PERMIT FEE S Mobile Home Inslal!ation Fee $ l 691 — Energy Inspection Fee $ occ CONST. TYPE —� TOTAL FEE $ HAz D FEES I P FLOOD 18 - CDF PAR El � ND 165uE I This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisio.ls 3 Resolutions to do work been paij. Date (Date) ReceiptNo.2 6 y�'� WHITE-D.D.S.-B.D. C ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT SOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 4Y 24 ASSESSOR PARCEL NUMBER 036-510-014 ZONING BUILDINGPERMIT OWNERT HAYS BOB TELEPHONE 534-9470 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 62 COUNITRYVIEW LANE OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4638 EACIFIC HEIGHTS ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CONIvIERICAL COACH SPECIFY 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COMMERCIAL COACH & HANDICAP ACCESS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G w - @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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 7070) of Division 3 of the Business and Professions Code, and my license is in full force end effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawf6r 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 propeq, 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 maintair a certificate of consent to self-irisure for workers' compensation, as proviced 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' compensaticn insurance carrier and policy number are: Carrier Policy Number e above sections need not be completed 0 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 'n any manner so as to become subject to workers' compensation laws of Cal fornia, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ' h those provisions. X - Date S- j�� Signi6ture of Applican - ❑ er ❑ Contractor ❑ Agent An OSHA permit is required/Kr wcavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO lOooA 46.00 NEW CONST. DWElUNG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.50 NOµR°ESID.' BRANCH MULTI-OUT97.50 APPARATUS a SINGLE OLmET CR. Ex. OCCU OUTLET OR FD=RFS BAL I.w FLED APPU4S. OR 5.00 Ex. Occu . ouTLETs RESID. E0. Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 $ HA D. FE IMP 0 CDF PAR % H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date pate Receipt No. 264928/$233-00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF li'TTE DEPAR�NXD ,7COUNTY CENTER DRIVE - OROVD j EVEL OPMENT SERVICES - BUILDING DIVISION CALIFORNIA 95965 - TELEPHONE (916) 538-7541 i • i � PE"IT APPLICA TION DA TA SHEET l � OWNER: ASSESSOR PARCEL NUMBER:' - 7/ _ / Proposed Building Use: Building Inspector:14- Date: At time of permit application, I was advised the following data must he submitted prior to permit pr6cissling and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- lot plans, � sets, signed by the preparer of plans.------------------------------------------------------------ omplete plans,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. -------- ,F ❑ 5. -,Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Al 06. E e;gy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ . azardous Material Form.--------------------------------------------------------------- -------------------------- ufactured _ Home data and installation instructions including Tie Down Specifications --- -------------- ❑ 1W—Zact s of $ --------------------------- ------ --� ----= --- c -- -- -------------- ------------- fees as shown on the attached schedule. ���------ --- - --- ----- —0c) ❑ . California Department of Forestry plan approval/fees. --------------------------------------------------------- ood elevation certificate.--------------------------------------------------------------------------------------= 4. Sanitation and plot plan approval C" Health Department. ------------------------------------------- �-UO 5. ity of Chico plumbing permit. ------------L--------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------- ------ ¢? �;{-7------------ ;a lanning approval for (A) se' (B�Parkmg: K —----- ------------- Al 8 \ ontact Land Development about Improvements, ❑ Drainage, ❑ Legal Parcel. Encroachment Permit for driveway construction approval prior to occupancy). p �� Y --- ----- - ❑20. e -inspection for required Request to Building Inspector on ❑21=Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- E122. Workers' Compensation carver and policy number. E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -----------------=-------------------- .tet.. 4 (Date) ❑ tter of signature authorization. -------------------------------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement. ;------------------ --------------------------- �_ 1] 26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. `V2 . 0 43 3 A, ❑qrant Deed, ❑ M.II Title, El Check to H.C.D $ / .--------------- Other: -C✓ +.�cc 5 Z e(c�K S i l %1n.�-�t C M a �� Zyou issue the permit, process as follows 11 Mail to owner, ❑Mail�to contractor. ephone,�',3 c/- 9 �/ %y and hold for pickup at O#- u office. ❑ Deliver with inspector. Applicant: l// Date:. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: - Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: i Date: Sets of plans on hold in c Plan Cabinet, ❑ A.P. folder. Note transfer by: „ Date: Yellow Copy - Department of Development Services, Building Division. �Zq dU � G y `�O 6^� } . `S'431If1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearingyour 31gnattim Please complete and return this information at your earliest opportunity to avoid unnecessary dej�iy in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO D 2. I HAVF,- HAVE NOT O signed an application for a building permit for the proposed wi ' 3. I have contracted with the following person (firm) to provide the proposed construction:--: NA � ADDRESS: CITY: ; PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide ' p p portions of this work, but I have hired the following person to codonai .. supervise, and provide the major work:. ';r.: NAME: ADDRESS; CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to prpvide the work indicated: ., NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOC ER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed Md returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION 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 parry ofirecord 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 i duld be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Govertunents as an employer and you are subject to several obligations. including state and federal income tax withholding, federal social securitytaxes, workers compensation insurance, disability insurance costs, and unemployment compensation contn'butiot>s:.. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are espeeiallyserious with respect to worker's compensation insurance. " ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service. (and, if you wish, the U.S. Small Business Administration). For more specific information' about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. .. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contracTrs 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" i n 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. I4Micly, '�1 l C. Vi ira, C.B.O. r, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of die California Healdr and Safety Code - OVER May 12, 2000 Bob Hays 62 Country -view Lane Oroville, CA. 95966 i Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Modular Building Assessor Parcel Number: 036-150-014 Building Permit Number: 99-0967 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. A California licensed architect or registered engineer must prepare the building plans. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. The drawings must include a complete plot plan with the location and occupancy classification for all buildings on this parcel. ` 2. Classification of the building is the critical first step in the effective use of the Uniform Building Code. To an even greater degree, the proper determination of occupancy and type of construction is the basis for all other code determinations. Provide a complete code analysis for the entire building. This analysis must include the exit access, the exit, and the exit discharge. jl 3. The modular office building must be placed on a permanent foundation system (Butte County Code Section 26-24). 4. The permit from The Reclamation Board (16840 GM) is for a 60' by 100' maintenance equipment building and does'not include the modular office building and deck. Additionally, the flood plane elevation of 147, NGV Datum does not match the BFE of 142.7 on the Elevation Certificate. Provide clarification for the different elevation requirements. 5. All electrical, heating, ventilation, plumbing and air conditioning equipment shall be designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding (Butte County Code Section 26-24). 1 of 2 f,: d 6. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 7. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. li PART - H II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. { 1. Provide 3 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Provide Manufactured Building data and installation instructions including permanent foundation system specifications. 3. Balance of Building Permit fees will be determined when the above items have been received and reviewed. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner i'. C.C. Michael Mooney 2 of 2 E.H. USE ONLY Not Man Attached Floor Plan Aqych d Sent to S.D. 7 — 4 e.3 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner' Location AP#. p y: Plan Approved for: Sewage Disposal Water Su I Public Private Well Clearan for dwelling. Other (D K te:P OV0 Ak L o 'S� io A " hO r, 100 bul /A YA ( Hold final for: Final clearance OX for: NOTE: Environmental Health -§-Pe cia list 8/96 L) Date Ea -L", 'P� /Le- -W f OROVILLE SR 162 GEOR IA PAC.FIC - --- ;WAY unoJ a}Ani PACIFIC HTS RD LANDS OF OWNER N A.P. 36-51-14 l p' PROPOSED SHOP w 200' PROPOSED - MODULAR OFFICE SCALE 1" = 400' PLAN VIEW BUILDING FF 94.5 FEET SITE PLAN PROPOSED SHOP -FOR BOB HAYS PACIFIC HEIGHTS ROAD OROVILLE, CA 95966 ; SHEET 1 OF. 1 MrHAEL MOONEY 5A MADRONE AVE CIVL ENGafVEER OROVLLE, CA RCE 20647 95966 EXPIRES 9-30-01 530-533-2131 s ORO VILLE SR 162 "IA PACFIC WAY i---- d -n �IYIA�#-� I°duauuo.�u_ PACFIC NTS RD co m LANDS OF OWNER A.P.# 36-51-14 Sao PROPOSED SHOP 200, w PROPOSED - MODULAR OFFICE SCALE 1" 400' - - PLAN VIEW BUILDING FF 94.5 FEET to - O 9TE PLAN PROPOSED SHOP Q FOR BOB HAYS PACIFIC HEIGHTS ROAD OROVILLE, CA 95966 SHEET 1 OF 1 MICHAEL MOONEY 5A MADRONE AVE CNL ENGNEER OROVILLE, CA RCE 20647 95966 EXPIRES 9-30-01 530-533-2131 PACIFIC CONSULTING ENGINEERS 2150 BELL AVE., #145 SACRAMENTO CA. 95838 Ph. 916-564-5028FAX 916-564-6029 - I. VERTICAL DESIGN VERTICAL DESIGN LOADS G.E. CAPITAL MODULAR SPACE Roof Live Load: Roof Dead Load: Floor Live Load Floor Dead Load Building Length: Building Modular Width: Metal Pier load rating: Soil Bearing Pressure: I: DATE: 5/12/98 SHEET No. 1 of 2 Job No. 98-526 Hayes Equipment Sales Oroville, CA 12 x 56 Commercial Coach Input Data: RI = 20 psf Rd = 8 psf FI = 50 psf Fd 8 psf L = 56 ft. W = 11.83 ft. P 4,000 lbs S = 1,000 psf CALCULATIONS: Vertical Loads & Support Spacing :Loads at Outside Support: Vo=(RI+Rd+FI+Fd)W/2) Max. Support Spacing: Spacing=PNo Max. pier spacing not to exceed 8'- 0" o.c. II . i i d ;i Ir - ,F . i• 509 plf 7.86-ft.'on C. C. LATERAL DESIGN SHEET No 2 OF 2 TIE DOWNS JOB No. 98-526 G.E. CAPITAL MODULAR SPACE Hayes Equipment Sales Oroville, CA 12 x 56 Commercial Coach Input Data: Design Wind Pressure_ ( 70 mph exp C ) P = 17.4 psf Seismic Load Factor SI = 0.187 Roof Dead Load Rd = 10 psf Wall Dead Load Wd = 5 psf Floor Dead Load: Fd = 10 psf Exterior Wall Hehgth Ht = 8 ft. Roof Heigth: Rht = 2 ft. Building Length: L = 56 ft. Building Width: W = 11.83 ft. Tie Down Working Load: td = 3,150 lb's Wind Load: Seismic Load: Tie down Capacity: Seismic in Longitudenal ]Direction: No. of Tie Downs Required: Seismic in Transverse Direction: No. of Tie Downs Required: CALCULATIONS: Vw=P x (Rht + Ht) = 174 plf Zone 4 Vs=SI x (Rd+Fd+Wd) = 4.663 plf Hc --td x 1.33 x.707 = 2,962 lb's V long.= Vs x L = 261.1 plf Seismic Controls 'T long.= V x W)/Hc = 1 Tie downs evenly spaced V tran.=Vs x W = 55.17 plf Wind Controls T tran.=( V x L)/Hc = 3 Tie downs evenly spaced PACIFIC CONSULTING ENGINEERS 2150 BELL AVE., #145 SACRAMENTO CA. 95838 Ph. 916-564-6028 FAX 916-564-6029 VERTICAL DESIGN VERTICAL DESIGN LOADS G.E. CAPITAL MODULAR SPACE Roof Live Load: Roof Dead Load: Floor Live Load Floor Dead Load Building Length: Building Modular Width: Metal Pier load rating: Soil Bearing Pressure: DATE: 5/12/98 SHEET No. 1 of 2 Job No. 98-526 Hayes Equipment Sales Oroville, CA 12 x 56 Commercial Coach Input Data: RI = 20 psf Rd = 8 psf F1' = 50 psf Fd = 8 psf L = 56 ft. W = 11.83 ft. P = 4,000 lbs S = 1,000 psf CALCULATIONS: Vertical Loads & Support Spacing :Loads at Outside Support: V6=(RI+Rd+FI+Fd)W/2) _ ': 509 plf Max. Support Spacing: Spacing=PNo = 7.86 -ft. on c.c. Max. pier spacing not to exceed 8' - 0" o.c. Wind Load: Vw=P x (Rht + Ht) = 174 plf 3 Seismic Load: Zone Vs=SI x (Rd+Fd+Wd) = 4.663 plf Tie down Capacity: Hc --td x 1.33 x.707 = 2,962 lb's Seismic in Longitudenal Direction: V long.= Vs x L = 261.1 plf Seismic Controls No. of Tie Downs Required: T long.= V x W)/Hc = 1 Tie downs evenly spaced Seismic in Transverse Direction: V tran.=Vs x W = 55.17 plf Wind Controls No. of Tie Downs Required: T tran.=(V x L)/Hc = 3 Tie downs evenly spaced. LATERAL DESIGN SHEET No 2 OF 2 TIE DOWNS JOB No. 98-526 G.E. CAPITAL MODULAR SPACE Hayes Equipment Sales Oroville, CA 12 x 56 Commercial Coach Input Data: 75 ' Design Wind Pressure ( mph exp C ) P = 17.4 psf Seismic Load Factor SI = . 0.187 Roof Dead Load Rd = 10 psf Wall Dead Load Wd = 5 psf Floor Dead Load: Fd = 10 psf Exterior Wall Hehgth Ht = 8 ft. Roof Heigth: Rht = 2 ft. Building Length: L = 56 ft. Building Width: W = 11.83 ft. Tie Down Working Load: td = 3,150 lb's CALCULATIONS: Wind Load: Vw=P x (Rht + Ht) = 174 plf 3 Seismic Load: Zone Vs=SI x (Rd+Fd+Wd) = 4.663 plf Tie down Capacity: Hc --td x 1.33 x.707 = 2,962 lb's Seismic in Longitudenal Direction: V long.= Vs x L = 261.1 plf Seismic Controls No. of Tie Downs Required: T long.= V x W)/Hc = 1 Tie downs evenly spaced Seismic in Transverse Direction: V tran.=Vs x W = 55.17 plf Wind Controls No. of Tie Downs Required: T tran.=(V x L)/Hc = 3 Tie downs evenly spaced. STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor DEPARTMENT OF WATER RESOURCES APR p 6 1898 1416 NINTH STREET, P.O. BOX 942836 SACRAMENTO, CA 94236.0001 (916) 653-5791 4A Permit No. 16840 GM Bob Hays 62 Country View Lane Oroville, California 95966 Dear Mr. Hays: Enclosed is your approved Reclamation Board permit. Under Condition Four of the permit, you are required to accomplish the work under the direction and supervision of the Department of Water Resources. Therefore, you must advise the Department at 1801 Sixth Street, Sacramento, California 95814, telephone (916) 445-6386, at least 10 days prior to starting work. An addressed postcard is =.=.enclosed for your convenience. Please note that your permit describes the work you proposed in your application: .,,,However, this permit is subject to 12 standard conditions and contains. special conditions which could place limitations on or require modifications to your project. Therefore, you are advised to read all conditions prior to starting work. This permit does not relieve you of the responsibility for obtaining authorization from any other concerned State, local, or federal agency for your proposed project. The start of any work under this permit shall constitute an acceptance of the provisions of the permit and an agreement to perform accordingly. For further information, you may contact me at the above address or telephone (916) 653-0402. Sincerely, Jon M. Anderson, Chief Floodway Protection Section Enclosures cc: Navigation and Flood Control Unit CESPK-CO-O Sacramento District U.S. Army Corps of Engineers 1325 J Street Sacramento, California 95814-2922 This Permit is issued to: STATE OF CALIFORNIA THE RESOURCES AGENCY THE RECLAMATION BOARD PERMIT NO. Bob Hays 62 Country View Lane Oroville, California 95966 To construct a 60 -by -100 -foot maintenance equipment storage building on the left bank designated floodway of the Feather River. The project is located southwest of Oroville, west of Pacific Heights Road, and approximately 2 miles south of State Highway 162. Section 25, T19N, R3E, M.D.B.&M., Feather River, Butte County. NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification of your proposed project described above. , The. Reclamation Board, cn the day of 19_, approved this appl_cation and the plans attached thereto. Permission is granted to proceed with the work described in this application, which is inco• porated herein by reference, subject to the following General and Special Conditions. (SEAL) n'8ra:'. APR p 6 .1998 General Manager r s.• GENERAL CONDITIONS: ONE: This permit is issued under the provisions of Sections 8700 -8723 of the Water Code. TWO: Only work described in the subject application is authorized hereby. THREE: This permit does n.3t grant a right to use or construct works on land owned by theSacramento and San Joaquin Drainage District or on any other land. FOUR: The approved work Shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to a1 requirements of the Department and The Reclamation Board:' FIVE: - Unless the work herein -contemplated shall have been commenced within one year after issuance of this permit, the Board reserves the right to change any condition a in this permit as may be consistent with current flood control standards and policies ofThe Reclamation Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with, it may be revoked on 15 days' notice. SEVEN: If ie understood ani agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. DWR 3784 (Rev. 9:85) (over) EIGHT: This permit dues not establish tiny precedent with respect to any other application received by The Reclamation Board. NINE: The permittee shall, when required by law, secure the written order or consent from all other public agencies having jurisdiction TEN: The permittee is responsible for all personal liability and property damage which may arise out of failure on the permittee's part to perform the obligations under this permit. If any claim of liability is made against the State of Cdlifornia, or any departments thereof, the United States of America, a local district or other maintaining agencies and the officers, agents or employees thereof; the permittee, shall defend and shall hold each of them harmless from each claim. ELEVEN: The permittee shall exercise reasonable care to operate and maintain any work authorized herein.torpreclude injury to or damage to any works necessary to any plan of flood control adopted by the Board or the Legislature, or interfere with the successful execution, functioning or operation of any plan of flood control adopted by the -'Board or the Legislature. TWELVE: Should any of the work not conform to the conditions of this permit, the permittee, upon order of The Reclamation Board, shall in the manner prescribed by the Board be responsible for the cost and expense to remove, alter, relocate, or reconstruct gill or any part of the work herein approved. SPECIAL CONDITIONS: THIRTEEN: All work approved by this permit shall be in accordance with the submitted drawings and specifications except. as, modified by special permit conditions herein.. No further work, other than that approved by this,..permit, shall be done in thee..area without the prior approval of The Reclamation Board. FOURTEEN: The permittee shall notify the Department of Water Resources by telephone, (916) 445-6386, at least ten working days prior to start of work. FIFTEEN: Cleared trees and„brush. shall. be completely. burned. or removed.from thefloodway, and downed trees or brush shall not remain in the floodway during. the:flood season from. November 1 to April 15. SI eli SEVENTEEN: Stockpiled material, temporary buildings, or equipment shall not remain in the floodway during the flood season from November 1 to April 15. EIGHTEEN: Any remodeling, modifications, additions, or repair that may palace the dwelling or structure closer to the low-water channel of the floodway or lower the finished floor elevation to less than 2 feet above the design flood plane or 100 -year flood elevation (whichever. is higher) is not allowed. NINETEEN: The proposed building shall be properly anchored to prevent floatation into the floodway in the event of high water. TWENTY: The State of California shall not be held liable for any damages caused by operation of the flood control project or by releases of water from storage reservoirs. TWENTY-ONE: The Reclamation Board and the Department of Water Resources shall not be held liable for any damages to the permitted encroachments) within the Feather River Designated Floodway resulting from flood fight, operations, maintenance, inspection, or.emergency repair. SPECIAL CONDITIONS FOR PERMIT NO. 16840 GM (Continued) TWENTY-TWO: The permittee may be required, at permittee's. cost and expense; to remove, alter, relocate, or reconstruct all or any part of the permitted encroachment(s) if removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood control plan or project or if damaged by any cause. TWENTY-THREE: The permittee shall maintain the permitted' encroachments) and the project works within the utilized area in the manner required and as requested by the authorized representative of the Department of Water Resources or any other agency responsible for maintenance. 0 REC DD/PERMITS �' ID:916=653-5805 APR 30'98 DRAFT April 30, 1998 Mr. Bob Hays 82 :CountryView Ukno Orovllle, CAlfforhia 66966 Re: Reclamation Board Permit No. 16840 GM Dear Mr. Hays: 12:17 N0.004 P.01 This is in response to a request for a variance transmitted by Mr. Michael Mooney on April 21, 1096 to construct the finished floor of the p oposed A( -by -100 -foot° storage building at elevation of 144 feet, NGV Datum, instead of two feet above the • ..., dssi! :: flood elevation of 147 feet as required by the permit. As an alternative to elevating the building pad as required by the permit, you may establish thb finished Boor of the structure at elevation 144 provided that you obtain the cartiflegWon bf a registered civil engineer that the structure will be adequately anchored and flood proofed to withstand flooding to elevation 149. This alternative i$v ' consistent with the standsrds contained in Section 113 of C.C.R., Title 23, Regulations of o'ne Reiclamation. card. . On April 29t 1998, you also informed David Padilla of your intention to place a mobile office trailer at the site. Please submit three copies of a revised site plan showing the proposed location of the trailer. Your permit will be amended to address these lssues upon receipt of the documents requested herein. If you have any questions, please contact me at (916) 853-0402 or David Padilla at (916) 6534900. post, tr,Fax Noto 7671 oato ►: T9 protri Phone M Phone Pax s Fax M s$ • 0 t+ Sincerely, Jon M. Anderson, Chief Floodway Protection Section ELEVATION CERTIFICATE /O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable, community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NA �h HA11-As POLICY NUMBER STREET ADDRESS (I cl nit, Sui nd or rtl u er) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (LQtp:d Block Num��etC.) - /i1' CITY ll SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION 49® 09 j Q./ (in AO Zones, use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ANGVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: UI IIAZ.7 feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level J__ . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of .11I feet. NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I I .0 feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W .0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I .0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ANo (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction 9 construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I I 1111131.LZ feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, AUG 96 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION r SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the,data available. / understand that any false statement may be punishable by fine or imprisonment un 0% e, Section 1001. CERTIFIER'S NAME f LICENS e B R (or Affix Seal) C. 0210647z TITLE , ^' COMPANY NAME y},��� V �1 e l o12e (Ie u� "CA— �ZS�LCc� AD KESS CITY F IL �P STATE ZIP v `2.1 CALIF �R ; �Zi 3 1 �( SIGNATURE DATE r - -PHONE Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ` ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE LEVEL REFERENCE BASE LEVEL FLOOD LEVEL ELEVATION - BASE.. :'•: REFERENCE FLOOD ELEVATIADJACENT D AC GRADE � LEVEL ON REFERENCE ADJACENT - BASE FLOOD ELEVATION LEVEL GRADE '.:':�::..'::::..:T::.:i;:•::.`:::..: :: ADJACENT':. GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 PACIFIC P.- �J PACIFIC .HTS RD Q� LANDS OF OWNER N A.P.# 36-51-14 580' PROPOSED SHOP w 200 8 PROPOSED - - MODULAR OFFICE -"- SCALE 1" = 400' _. __•_. PLAN VIEW BUILDING FF 144.5 FEET �. _.... o : w v SSE PLAN PROPOSED SHOP .FOR BOB HAYS PACIFIC HEIGHTS ROAD OROVILLE, CA 95966 SHEET 1 OF 1 MICHAP MOONEY 5A MADRONE AVE CIVIL ENGINEER OROVILLE, CA RCE 20647 95966 EXPIRES 9-30-01 530-533-2131 P.- V S N,0 PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 d c T 9� yx� x8` IxY 5 peck l cu 4p C e eha' her 3 . S► m 50`-, rR a e-� e d \r\. ; i cox r 4 v '� b y -- w h �- T 1 � WOO PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 pO?'�r5 4Xt6Id.F mipA 1, V 05 d.v. C�•o r u Po o 4-1 C a F. our o�l STS L v~ d 5 1• S _eppr�- 4f p.C- \\ c2r 5 ��„v. p5o h r✓ 05� �} v clnc� r5 _1 3 Fc"O+ q: Po r' S 0. d C J '` \ d 1 , o'ti h �l A� \ 4, F \G: v-\ t. f 1 } ' +� • 4c mipA 1, V 05 d.v. C�•o r u Po o 4-1 C a F. our o�l STS L v~ d 5 1• S _eppr�- 4f p.C- \\ c2r 5 ��„v. p5o h r✓ 05� �} v clnc� r5 _1 3 Fc"O+ q: Po r' S 0. d C J '` \ d 1 , o'ti h �l A� \ 4, F \G: v-\ t. f %WO0 PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED ' 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 S, 1 <b aqr. �. Seca PS 3. H A bo� eye r WOO PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 At Daj< Lr. �L .r 0:"A r06 rr► 6- l0.Ca,rG S o h 3 L1�ber 55, �. praw V -Ne" SCa►1e GEORGIA PACIFIC PACFIC HTS RD Q� LANDS OF OWNER N A.P.# 36-51-14 . Sso, PROPOSED SHOP 2000 27 PROPOSED - MODULAR OFFICE -' PLAN VIEW BUILDING FF 144.5 FEET SCALE 1"' = 400' --" N or w . z SITE PLAN PROPOSED SHOP .'FOR BOB HAYS PACIFIC HEIGHTS ROAD OROVILLE, CA 95966 SHEET 1 OF 1 MICHAEL MOONEY 5A: MADRONE AVE CIVIL EN VEER ORO MLLE, CA RCE 20647 95966 EXPIRES 9-30-01 530-533-2131 W0.0.PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • OroviUe, CA 95966 Bu's./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 `n,94-.:�, �V"�✓1��� _� L.�. ..Fri ` x8� CIiP5 a'ac. 1eV-c�: e� f, I g mP50Y o'1s�- hors � c1;Ps WO PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 x6X16� C o u\C- r r-�- U., 111 A.F. ar'xL` 4. F: i 1obc I bl, Q ,C . 5 o.c-. \ c • 5 t� Psoh 3� I odd Por}Sa,..a Ce��r Fo'cn h 0, a V r 1 (5!-. r w 0-5 L W00 PRODUCTS i- LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 -,Mobil (916) 520-9470 • Res. (916) 589-4336 S. rz c o p t\ c- •r. F W. �. F ;' X6II Ce car' a. S+-kars a"x,o'' *T-' F �,\, 'z*je.he r W00 PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 Daj< . f'iec CSI�f �7"Y1a� L��etic� r V% a , . r o, ren 3. Lr �, :A N, -"o I 4''x 4 x 16 �ekV, rcvkv w ORO VILLE SR 162 t GEOR IA PACIFIC PACIFIC HTS RD LANDS OF OWNER A.P.# 36-51-14 580• PROPOSED SHOP w PROPOSED - - MODULAR OFFICE - PLAN VIEW BUILDING FF 1444.5 FEET SCALE 1"' = 400' N SyTE PLAN � PROPOSED SHOP FOR BOB HAYS P� CIFIC HEIGHTS ROAD OROVILLE, CA 95966 SHEET 1 OF 1 MICHAEL MOONEY 5A MADRONE AVE CIVL ENGINEER OROVlLLE, CA RCE 20647 95966 EXPIRES 9-30-01 530-533-2131 co V) LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 Cara @ t, t ( G, ,4r, -i- a a. l: Xl5}�r5 is t/ cy OX ze e��: � hn �o c- r S0 Y-" s -E h 5�r s M. v\.: cox r w,,,g b.,', w h Is_ Ar cl WO LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 Po 5 r5 x6X16I4•F C�- i 5 C, . \ 5 ��r,,,Psoh f7os� q-vch�r5 e 1` c� Ir C. w,. L 1 V 10 19K C�- i 5 C, . \ 5 ��r,,,Psoh f7os� q-vch�r5 e 1` c� Ir C. w,. L WO LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916) 520-9470 • Res. (916) 589-4336 S. H a+,x b�� a 0Lk.- ;v` ;:FI 3. N .�� b o �r CA- w'yl� 5 1� �eYje r VW00 PRODUCTS LOGGING, HAULING, HEAVY EQUIPMENT, LOWBED 62 Country View Lane • Oroville, CA 95966 Bus./Fax (916) 534-9470 • Mobil (916)520-9470 • Res. (916) 589-4336 Daj< . hec b Vf 12�pY1-I-Ik r ram �'T� ��� i s 1 1►� � a n l 01:2,01 �- L �vY1 3be Y- _`� S C •_ . . Lr'�, T :A 4 4' �- q,Y4,X16 ��^v.ei�Cap 1\Aw.p l �wh: � pcaF,r��yRy. LJ W aieiC - 51,z 0 b 5�L 3 - 7 91,5 Mobilehome ManufacturerAF—_ Mn/t4 Wutar Manufacture Year: If other than single wide, fu 'sh'Setu Model Number: Width: I a (ft.) Length: ft.) Tagalong or Expando Size (ft.) x (ft.) .On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS:: Wood pressure treated or foundation grade[ Other: SUPFOFTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Line 1 Piers: Size minimum: 24 . Spacing maxirrum: ` From ends-ma}imum: ` Z Line 2 Piers: Size minimum: ,dam] x rev • s Spacing maximum: ` From ends -maximum: ` Line 3 Roof Loads: Size minimum ' Location (from f-3nt): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: x Spacing maximum: ` From ends -maximum: ` c I, 11A I Pier Footings Sizes and Location SINGLE WIDE , MULTI -WIDE Line 1TILAi e 1 Line 2 p--� ......tD ne 2 y-� : Main$name e2 Line 1 ne 3 r Line 2 ........................................ Main Beams �.................................... Line 2 Line I .................................. ine S Tag or Triple ine 4 ine 1 Line 1 Piers: Size minimum: 24 . Spacing maxirrum: ` From ends-ma}imum: ` Z Line 2 Piers: Size minimum: ,dam] x rev • s Spacing maximum: ` From ends -maximum: ` Line 3 Roof Loads: Size minimum ' Location (from f-3nt): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: x Spacing maximum: ` From ends -maximum: ` c I, 11A I Owner's Name: 2. Assessor's Parcel Number: J (V D ( � '� 3. Installer's Name: 4. Is the site currently under permit? Yes" No[ ] Permit No. u 5. Is the site an existing site? Yes[] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? SO Amperes. 7. What is the mobilehome site circuit breaker rating? `J Amperes. 8. What is the electrical rating of the mobilehome site? - 56 Amperes. 9. Is the.main service remote from the mobilehome site? Yes] No[ ] If it is, what is the rating? oZ60 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- I Amperes - 11. Type of gas service at mobilehome site: Natural[ .] Propane[ ] None[] 12. Size of gas pipe at the mobilehome-- site' from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? WD -S, ' B.T.U.* *(This information is riot required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION. May 1995 8.5 OWNER COUNTY,OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE A.P. S C O DATE PROPOSED BUILDING USE 1. BUH DING PERNM FEES -- Balance Due .. '.............. $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES 4(paid District Office) HERIFF FEES (paid at Building Division) Residential ..... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $� Sq t 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC 7-o 0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ry �.,�".j r:...��`..«r.:•irC., .�..r...Ti r�4 tt--�.�e:,h„ss:.�r•nT�''y'r. "'.y-r/'^l"�" r,,rl "�..: .y, �-' • ;.._�,: rte.".-�,i���.. „ ..: *iMs ,=.M,. BUTTE. COUNTY SCHOOLS'IMPACT FEE CERTIFICATION FORM ' (One form per Building) � School District Building Department No. A.P. Numb re,.�o .- O�L.��4Jurisdiction: City ®County Property Owner /� y 4 - Property Location/Address - / 6 C Subdivision Lot No. .................................................................................................................... Residential Development Sq.'Footage 1 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): I................................................................................................................... Commercial/Industrial New Addition t District Identification No. lrioor rians reviewed oy acnooi uisinct rersonneu District certifies that Sq. Footage (Including Exterior W� Roofed Areas) l-/ C17)C)—, Date ��h 0AUc,- (City) (State) (Zip Code) has complied with the requirements.of Resolution No. representing '.a2() School District Representative square feet. Paid by Check # Remarks: 7 -9 f _Q C/by Payment of '$ r i JAB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposRion of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020laL 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 (CEQAI, this project may be subject to additianal school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10198)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count- Center Drive - Oroville, California 95965 - Telephone (530) 538-754. P RMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-510-014 ZONING BUILDING PERMIT OWNER FRANCES HAYS TELEPHONE -53&---9470- SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 4638 PACIFIC HFIGHTS RD, DROVITLE, CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MPJUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRE9AME Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 LSEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 1 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: PLUMBING, ELEC Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ 00 ELECTRICAL PERMIT Fling Fee 20.00 aOOV OR LES Main Service 200.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.POSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby under penalty of perjury that I am exempt from the Contractors License Lae following reason: owner of the property, ormy employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this - reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BUDS. s0 3.5¢FT: NO.RO,.T. MULTI -OUTLET @7.50 8 OUTLET CIR. WER APPARATUS Ex. Occu OUTLET OR FIXTURES BA� @';50 FIXED APPLMS. OR Ex. Occup. pD7LETg qE 1p, EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 42.50 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 foe 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 net 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 prcvisions of section 3700 of the Labor Code, I shall forthwith comply with thoa 3rovisions. %of X Date / - 4�6 V Signatur of App (cant - Contractor ❑ Agent An OSHA permit is requiredfor 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 S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE($1, 50 HAz. O. FEES IMP FLOOD I CDF I PARCEL PD NO ISS This permit is hereby issued under the Butte County Code and/or indicated above for fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. % 1 Receipt No. 302324/$91.50 WHITE-D.D.S.-B.D. CANARY-ASSES30R PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PEI, IT NO. Rev.12/96)` APPLICATION AND PERMIT AD 1V ASSESSOR PARCEL NUMB:DIVING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS NQ Ab_Q?7C A I CONTRACTORS NAME C7 wLO TE9('HON ! J (O CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS "UNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS i Plan Checking Fee $ i BUILDINOADDRESS I` �> Energy Plan Checking Fee $ $ i 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 00 A 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 ❑ Re odel C3U614s ❑ Installation ❑ Describe Work: I er ❑ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE t q 7,4 B ELECTRICAL PERMIT Fling Fee 0.00 Main Service 20 AOR'ssS 23.00 - .. i Receipt No. WHITE-O.D.S.-B.D. CANARY -ASSESS R PINK -INSPECTOR GOLDENROD -APPLICANT Main Service zooA TO tOooA 46.00 NEW CONST. owEwNG OCCUP. 3.52sso OR AOONS. ( 8 ACC. BLOS. N CONS . MULTI.OINTLET NON•RES10. @7.50 22 IC POWER APPARATUS 8 SINGLE OUTLET C"L Ex. OCCU OUTLET OR FORURES sp '-00 Ex. Occup. OuTIET^ ESLD EA. 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 PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE, TOTAL FEE $ Y, ILAZ. D. FEES IMP I FLO00 I COF PARC 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 ate 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 will . be issued until this verification is received. 1. I personally, plan to provide the major labor and materials for construction of the proposed p pRerty improvement : YES, NO[ ]. - 2. I HA HAVE NOT[ _ ]signed an::application for a' budding perrott for the .. propose work.. .. , 3. I have .contracted with the following person (firm) to provide -the -proposed construction: NAME: ADDRESS: MY: PHONE:_ CONTRACTOR'S LICENSE NO. 4. I plan to provide portions 'of this work,: but I have hired the following person to coordinate, supervise, and provide the major work: '. NAME: ADDRESS:_ CITY: PHONE:_ CONTRACTOR'S LICENSE NO. 5. I will provide: some of the work but I have contracted (hired) the following�ersons to provide the work indicated: NAME ADDRESS. PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE:_ NOTE: This owner -Builder Verification is required by Section 19831 and 19332 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. 17 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 i6id 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 (including 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 fedeial 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,Aand 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 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 "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 0.�mer•Builder Information is required by Section 19830 of the California Health and Safety Code. Mqq too: 2.27 WT guo-110 Regular Agenda CHAIR DOLAN PRESENTS A RESOLUTION OF APPRECIATION TO AUDREY STEVENS FOR 40 YEARS OF VOLUNTEER SERVICE TO THE FIRE DEPARTMENT. (114) 00-92 Appointments - Commissions and Committees. (200) March 28, 2000 00-91 30. Praperty Acquisition - the Federal Emergency Management fency" (FEMA) has proV-ided fp'. d-ing to the County -to acquire the property located�'at,lJP98 141 11�ay 99, Chico. '�­ 11 - 1.* — * � �ntl rcel of land has been,eubf�ct to r et ' itime flooding Th� _pa, " sinee 1995, and under FEMA 'e r ej,�Iiltio�s'the County will be v prQ,,ijoed funding in the am6unt­ef�� -157,25 o acquire the prdper,ty and construct a dete on pbnd 9 Board approval , '? 4e Vor is- rtquested by the Emergency Servi-ces Di to send an wneN�in Of f eg,, to Purchase Property to th;�l d 0— the amount _P "�V of $1-S2, 000 - action requested -11, ­.�? E OFFER TO PURCHASE 'I�Ty PF*" AND AUTHORIZE THE- GENERkN, SERVIOCEN DIRECTOR TO ,,44 �1(96) MOTION: I MOVE TO APPROVE THE CONSENT AGENbA WITH THE REMOVAL OF ITE&'3:.12 * 4 SA M VOTE: I Y 2 Y 3 Y 4 Y 5 NP (Motion Carried) Regular Agenda CHAIR DOLAN PRESENTS A RESOLUTION OF APPRECIATION TO AUDREY STEVENS FOR 40 YEARS OF VOLUNTEER SERVICE TO THE FIRE DEPARTMENT. (114) 00-92 Appointments - Commissions and Committees. (200) 001 DESIGN CALCULATIONS FOR JOB # 81-184935 j N PROJECT REFEIIRENCE KITTY HAYS PROJECT LOCATION OROVILLE, CALIFORNIA I� BUILDING TYPE GABLE BUILDING WIDTH 60'-0" BUILDING LENGTH 100'-0" I EAVE HEIGHT20'-0" r ROOF SLOPE 1:12 - j DESIGN LOADS DEAD LOAD WEIGHT OF THE METAL BUILDING STRUCTURE ONLY II COLLATERAL LOAD 0.0 PSF 'F LIVE LOAD 20 PSF ROOF / 12 PSF FRAMES SNOW LOAD 5 PSF GROUND SNOW LOAD ✓ WIND LOAD 75 MPH EXP. "C", ENCLOSED J APPLIED IN ACCORDANCE WITH UNIFORM BUILDING CODE 1997 EDITION. I IMP. FACTOR 1.0 '• �lik SEISMIC ZONE 3 V'S' j 'boT cl0 ,T i ILDING b9PA PtH > ��. •- it DESIGN PROFILE ,�'STOMER:u. JOB NO v DESIGN BY CHECKED BY: BLDG. DIMENSION: ' oQL.1QdX. Z_�_._G i� . __......_�_ DATE .C� SPECIAL REQUIREMENTS: ____. .... _.._..... ___._..._.......__ _-... _........ _._...__._---..._._... SLOPE: ( A2 BAY SP. �' 7-- s REV.# DATE: DESCRIPTION: CS ❑ MS ❑ SS 002 Page 1 REV.# DATE: ❑ L.TO DESIGN EDITION & ODE � � V/__.---� _..1_99 ......_.._ ROOF DEAD PSF COLL_ DEAD LOAD - '-�-•• •-----• PSF ROOF LIVE LOAD: PRIMARY FRAMING_ ! 2.. _ PSF SECONDARY FRAMING ZO PSF SNOW LOAD—S - PSF ❑ ROOF ROUND Ce = - n� 70 WIND LOAD -._'ZS -M MPH -- �_- - PSF EXPOSURE C --.._...._..._..__._ ---- _................. SEISMIC LOAD: Zone _r 3 Av a� EISMIC HAZARD EXPOSURE GROUP _._•.. SEISMIC PERFORMANCE CATEGORY ITE COEFFICIENT BASIC STRUCTURAL SYS: Dual system w/ ordinary moment frames of steel & concentrically braced frames Response Modification Factor (R) _ _ _ Deflection Amplification Factor (Cd)_... NALYSIS PROCEDURE: Equivalent Lateral Force • IMPORTANCE FACTORS: Wind Load , , ® Snow Load �� _ Seismic Load SPECIAL LOADS: PURLIN: agro. O.C. (STD.) ❑ O.C. TYP. ❑ OTHER: SPECIFY SIZES: Y_ LL SCS. BZI�f 14:;, S2/� t32� LAP: i CONNECTIONS:STD. CONN. ❑ 4 -BOLTS CONN. @ UP LIFT STRAP: ❑ YES d0 SPACING @ END BAYS ... ............ ----..._._....—__..._... @ INT. BAYS KNOCK -IN BRIDGING ❑ YES mllq�o SPACING @ END BAYS__.__....__.._....__�__._...___..... @ INT. BAYS .... ................ TIE PEAK PURLIN ❑ YES WO W/ ❑ 6C16 ❑ BC16 PER BAY ANTI -ROLL CLIP ❑ YES 10 PER SIDE OF RIDGE AT PURLIN NO. EAVE STRUT: FRONT SIDE • V� r] 14GAW 12GA SC. 17 �G•) 13 (�D AT BRACED BAY ONLY BACK SIDE 9TISAME AS FRONT SIDE ❑ 16GA ❑ 14GA ❑ 12GA SC. 17 [�EQ.,_: j _ RT BRACED BAY ONLY • a SIDE WALLS: FRONT SIDE SIZES 003 Page 2 COQ # 9 3.5' BY PASS ❑ FLUSH W/ ❑ L. CLIP ❑ S. CLIP ❑ OPEN TO REMAIN OPEN ❑ OPEN FOR COLLATERAL BY OTHER ❑ WITH SPANDREL BEAM_..__ SIZE: WITH FLANGE BRACE Q ❑ WITH -OUT SPANDREL BEAM STD. NOTE #5 ,/j z/,�, LAP SPACING BACK SIDE:MS XME AS FRONT SIDE ❑ BY PASS W/ ❑ SL' ❑ LL ❑ XLL ❑ MIX (see below) ❑ FLUSH W/ ❑ L. CLIP ❑ S. CLIP ❑ OPEN TO REMAIN OPEN ❑ OPEN FOR COLLATERAL BY OTHER ❑ WITH SPANDREL BEAM_ _ SIZE: WITH FLANGE BRACES @ _ W/ A3251END ❑ WITH -OUT SPANDREL BEAM STD. NOTE #5 SIZES LAP SPACING @ ENDWALLS: • LEFT END WALLFARING FRAME (LEW) ❑ OPEN TO REMAIN OPEN JOB# 93s" ❑ MAIN FRAME ❑ OPEN FOR COLLATERAL BY OTHERS ❑ WITH SPANDREL BEAM_ SIZE: WITH FLANGE BRACES @ W/—.A325/.END ❑ WITH -OUT SPANDREL BEAM STD. NOTE #.5 GIRTS: FLUSH W/ . CLIP ❑ L CLIP ❑ BY PASS WI ❑ SL ❑ LL SIZES: SPACING: ❑ XLL 7'3/z Page 3 ' 004 • RAFTER: ❑ 8X3'/z C12OX3 % C12 ❑ 12X3'/4 C12 ❑ W X (KSI) WITH F. BRACES @ COLUMN AND @ 5' ON EITHER SIDE OF COLUMN & EVERY OTHER PURLIN ❑ 4. BOLTS (518" — A325) COLUMN TO RAFTER CONNECTION RE RED BRACING: CABLE BRACING ❑FIX BASE ❑ DIAPHRAM STD. NOTE #FO T. E. WALL LAYOUT & COLUMN SIZES END WALL COLUMN REACTION • CORNER COLUMNS DL `+ LL DL + WL • �� jZftO - �-�1.A_. 3 T wQs K�Ps • INTERIOR COLUMNS DL+LL DL+WL I I 3 T. 2.7 a ,� k;os E. WALL LAYOUT & COLUMN SIZES STD. NOTE #20 FT. END WALL COLUMN REACTION • CORNER COLUMNS DL+LL DL+WL • INTERIOR COLUMNS DL + LL DL + WL t -4-11 gra.cawcJ fZe4c�;.as C,;rr i�gpfi�,.b(.� Page 4 005 O5 JOB # •RIGHT ___..._.__.....7/_�� END WALL OSAME AS LEW (REW) ❑ BEARING FRAME ❑ MAIN FRAME ❑ OPEN TO REMAIN OPEN ❑ OPEN FOR COLLATERAL BY OTHER ❑ WITH SPANDREL BEAM SIZE: WITH FLANGE BRACES @ W/ A325/END ❑ WITH OUT SPANDREL BEAM STD. NOTE #5 GIRTS: ❑ FLUSH W/ ❑ S. CLIP ❑ L. CLIP ❑ BY PASS W/ ❑ SL ❑ LL ❑ XLL SIZES SPACING @ • RAFTER: ❑ 8X3'/s C12 ❑ 10X3'/z Cl2 ❑ 12X3'/2 C12 ❑ HOT ROLLED ❑ W _— X ____ (KSI) WITH F. BRACES @ COLUMN AND @ 5' ON EITHER SIDE OF COLUMN & EVERY OTHER PURLIN ❑ .4 BOLTS (5/8" — A325) COLUMN TO RAFTER CONNECTION REQUIRED BRACING: ❑ CABLE BRACING ❑ FIX BASE ❑ DIAPHRAM E. WALL LAYOUT & COLUMN SIZES STD. NOTE #20 FT. END WALL COLUMN REACTION • CORNER COLUMNS DL+LL DL+WL • INTERIOR COLUMNS DL + LL DL + WL t -4-11 gra.cawcJ fZe4c�;.as C,;rr i�gpfi�,.b(.� it ,r BRACING: ROOF FRONT SIDE i� I BACK SIDE BRACING LAYOUT • �i 0 Page 5 JOB # 006 RACING @ BAY # 'Zj ❑ DIAPHRAM BLE BRACING ❑ FIX BASE COLUMN ❑ DIAPHRAM @ BAY # 1 @ FRAME -LINE STD. NOTE #20 1 ---_ FT. ❑ PORTAL FRAME @ BAY # ❑ 12GA STRUT PURLIN @ BRACED BAY W/4.BOLT CONN..REQ. ❑ SAME AS FRONT SIDE VCABLE BRACING Cl FIX BASE COLUMN ❑ DIAPHRAM @ BAY # @ FRAME LINE STD. NOTE #20 FT. ❑ PORTAL FRAME @ BAY ❑ 12 GA STRUT PURLIN @ BRACED BAY W/4.13OLTS CONN. REQ. _ 4iboL%got* a S olk FIX BASE N/COLUMN CABLE BRACING REACTION @ S. WALL ~— DUE TO WIND K;ps 4 DUE TO SEISMIC 3.� Kt4 3 .1 s�; 5 VK � E,tiv k�� 0 • • Page 6 JOB # _._.__9_.. 007 ACCESSORIES SFEETS (FRAME OPENING, CANOPY, MANSARDS, PARTITIONS... ETC.) FRAME BLDG(DB C D E JOB NUMBER: _��� � SHEET NO. of RE` I � O.F. OPE: J_: 12 � b � C � WEB iq � (� O �.: Z92' -TX `� 4 X y I.F. :Zcii.�. ' oiP SYM. 02-3/�("° A. BOLT W/ f/LP-) s FLANGE BRACES ' t ROOF: S (LOW EAVE JTO HI H EAVE) tl O1 S2(3#4 x A325 W/61 ID'S WO � df -D G t V later . WALL: r7 (BASE fO EAVE) (Dg @(3�j )0 x A325 w/</4� E'S wea ME • Job umber: JOB # 184935 FRMA At Lines: TYP FRM AWN, N Page: I of 1 Hor + Ver + Frame Reaction Schematic (aU reactions are in kips, I kip =1,000 pounds) Moment + Description Grid Ver Hor Moment Description Grid Ver Hor Moment DEAD + LIVE LOAD A , 11.304 4.620 0.000 DEAD + LIVE LOAD B 11.304 -4.620 0.000 DL + WLL A -8.150 -8.828 0.000 DL + WLL B 4.671 -1.962 0.000 DL + 1 /2LL + WLL A -3.650 -6.936 0.000 DL + 1/2LL + WLL B -0.171 -3.854 0.000 DL + 1/2WLL +LL A 6.077 -0.212 0.000 + 1/2WLL + LL B 7.816 -5.183 0.000 DL+SEISMIC ISR A 1.272 -0.764 0.000 DL+SEISMIC UR B 3.336 -2.436 0.000 F Feb 11.2000 cAdsnlib\184935.dso 03:20:19 PM :www#####RR#wo###R#R###rR#rw#•##w##rwwRr### w # AUTO/STEEL DESIGN " • " A SYNERCOM TECHNOLOGY, INC. DEVELOPMENT " RELEASE 6 MOD 12e " " FEBRUARY 1999 " R w kRRRRRA####R###A####A##kRA#R##ww####RA#RA#A Job Start Date 2-11- 0 Time 15:19:34 TITLE - JOB # 184935 FRM A TYP FRM BY - EEJ IDENTIFICATION DATE - 1/10/00 UNITS OPTIONS INPUT .... ENGLISH OUTPUT .... ENGLISH TYPE - RIGID FRAME REPORT OPTIONS ....ANCHOR BOLTS AND CONNECTIONS ....FLANGE BRACE REPORT • ....DESIGN SUMMARY REPORT WITH DEFLECTIONS ..FREE FORMAT ....SHORT OUTPUT EXECUTION OPTIONS EXECUTION MODE = ANALYSIS ONLY MAXIMUM NUMBER OF ITERATIONS = 1 UNITY CHECK RANGE = 0.950 TO 1.050 MAXIMUM SEGMENT SIZE = 2.000 FT COEF. OF LINEAR EXPANSION = 0.0000065000/DEG.F MOD. OF ELASTICITY,E = 29000000. PSI LOCATE FLANGE BRACING = NO 010 MACRO INPUT ECHO NCIIng Systems, L.P. CYCLE 1 JOB 35 FRM A TYP FRM 2-11- 0 SPAN LENGTHS 60.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 LEFT EXTERIOR COLUMN EAVE WALL GIRT BASE MID MID KNEE BASE TEMP BASE F G HEIGHT SLOPE SIZE DEPTH DEPTH DIST. DEPTH SETTLE DIFF DISPL X R Kx 20.000 0.000 8.000 8.063 0.000 0.000 18.563 0.00 0.00 0.00 G 0.00 GIRT AND BRACE LOCATIONS 7.292 13.292 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6B W1 6C 55.00 0.00 46.00 RAFTER AT LEFT KNEE 18.500 18.500 0.000 0.000 18.500 1.000 8.000 30.000 0.0 10005 P S 0 SECTION 1 FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB-----/-INNER FLANGE-/ LENGTH FY FY Kx 5B W1 5B 0.00 55.00 46.00 0.00 0 SECTION 2 FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB-----/-INNER FLANGE-/ LENGTH FY FY Kx 5B W1 5B 20.00 55.00 46.00 0.00 0 PURLII M BRACE LOCATIONS 5.000 5.000 1.000 X X 0 SYMMETRIC FRAME GENERATED WITH CENTERLINE AT X = 28.97 FT 012 MACRO INPUT ECHO NCI ding Systems, L.P. JOB 935 FRM A TYP FRM 2-11- 0 LOAD FACTORS 25.000 100.000 DEAD LOAD 0.050 0.000 0.000 0.000 0.000 LIVE LOAD 0.300 0.000 0.000 0.000 0.000 WIND LOAD 16.600 PSF SPEC 0.800-0.700-0.700-0.500 LOAD CONDITIONS 124500000000000 0.00 0.00 0.00 0.00 LOADCOND LDCN 5100.00 DL 100.00 SZ1 0.00 0.00 DL+SEISMIC L>R LOADS LOAD 2 1 SZ1 GLOB X CONC ' 0.000 1.600 0.000 0.000 LOAD 4 5 SZ1 GLOB X CONC 0.000 1.600 0.000 0.000 LOAD 1 2 DL GLOB Y UNIF 0.00000 -0.01741 0.00000 -0.01741 DLWT LOAD 1 2 WLL GLOB X UNIF 0.00000 0.35529 18.68909 0.35529 WLLX LOAD 2 3 LL GLOB Y UNIF 0.00000 -0.31476 0.00000 -0.31476 LIVE LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.05246 0.00000 -0.05246 DEAD LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.01675 0.00000 -0.01675 DLWT LOAD 2 3 WLL GLOB X UNIF 0.00000 -0.02540 28.59296 -0.02540 WLLX LOAD 2 3 WLL GLOB Y UNIF 0.00000 0.30480 28.59296 0.30480 WLLY LOAD 4 3 LL GLOB Y UNIF 0.00000 -0.31476 0.00000 -0.31476 LIVE LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.05246 0.00000 -0.05246 DEAD LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.01675 0.00000 -0.01675 DLWT LOAjjjk 4 3 WLL GLOB X UNIF 0.00000 0.02540 28.59296 0.02540 WLLX LO 4 3 WLL GLOB Y UNIF 0.00000 0.30480 28.59296 0.30480 WLLY LO 5 4 DL GLOB Y UNIF 0.00000 -0.01741 0.00000 -0.01741 DLWT LOAD 5 4 WLL GLOB X UNIF 0.00000 0.22205 18.68909 0.22205 WLLX END LOAD CONDITION ARRAY 1 DL 100. LL 100. 0. 0. 2 DL 100. WLL 100. 0. 0. 3 DL 100. LL 50. WLL 100. 0. 4 DL 100. WLL 50, LL 100. 0. 5 DL 100. SZ1 100. 0. 0. LOAD CONDITION DESCRIPTIONS 1 DEAD + LIVE LOAD 2 DL + WLL 3 DL + 1j2LL + WLL 4 DL + ].%LWLL + LL 5 DL+SEISMIC L>R 0 0 0 013 F R A M E D E S I G N DATA NCI Bj&ing Systems, L.P. JOB AW35 FRM A TYP FRM CONFIGURATION (SYMMETRIC FRAME) ... BUILDING WIDTH = 60.00 FT NUMBER OF SPANS = 1 SPAN WIDTHS (FT) = 60.00 DESIGN BAY SIZE = 25.00 FT LEFT EAVE HEIGHT = 20.00 FT RIGHT EAVE HEIGHT = 20.00 FT LEFT COLUMN SLOPE = 0.00 /12 LEFT RAFTER SLOPE = 1.00 /12 RIGHT RAFTER SLOPE = 1.00 /12 RIGHT COLUMN SLOPE = 0.00 /12 GIRT DEPTH = 8.00 IN PURLIN DEPTH = 8.00 IN LOADINGS ... DEAD LOAD = 2.000 PSF LIVE LOAD = 12.000 PSF WIND LOAD = 16.600 PSF WIND LOAD PARAMETERS ... WIND METHOD = SPEC, WINIMENSITY = 16.60 PSF MEANIW HEIGHT = 20.00 FT WIND LEFT COEFFICIENTS = 0.80 -0.70 -0.70 -0.50 FOR WLL WIND RIGHT COEFFICIENTS = 0.80 -0.70 -0.70 -0.50 FOR WLR LOAD CONDITIONS ... 2-11- 0 014 LOAD CONDITION 1 = DEAD + LIVE LOAD LOAD CONDITION 2 = DL + WLL LOAD CONDITION 3 = DL + 1/2LL + WLL LOAD CONDITION 4 = DL + 1/2WLL + LL LOAD CONDITION 5 = DL+SEISMIC L>R 1. 1.60 (KIPS) CONCENTRATED LOAD APPLIED IN GLOBAL X DIRECTION TO MEMBER 2- 1 AT 0.00 FT FROM JOINT 2 2. 1.60 (KIPS) CONCENTRATED LOAD APPLIED IN GLOBAL X DIRECTION TO MEMBER 4- 5 AT 0.00 FT FROM JOINT 4 • DESIGN SUMMARY REPORT NCI Building Systems, L.P. PAGE NO. - 1 JOB # 184935 FRM A TYP FRM DATE 2-1-1- 0 015 ---------------------------------•--------------------------------------------------------------------------------------- FRAh0TIONS AND DEFLECTIONS - LOAD CONDITION 1 - DEAD + LIVE LOAD SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION LEACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ ------ -------- -------- -------- -------- -------- 1 1 1.1.304 4.620 0.000 0.000 0.000 2 2 -0.010 -0.299 3 -1.385 -0.188 4 3 -3.741 0.000 5 -1.385 0.188 6 4 -0.010 0.299 7 5 11.304 -4.620 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL SECTION MEMBER VERTICAL HCRIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION FEACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ ------ -------- ------- -------- -------- -------- 1 1 -8.150 -8.828 0.000 0.000 0.000 2 2 -0.089 3.973 3 0.298 3.943 4 3 2.375 3.775 1.477 3.705 4 0.099 3.592 7 5 -4.671 -1.962 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/2LL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) :KIPS) (KIP -FT) (IN) (IN) ------ ------ -------- -------- -------- -------- -------- 1 1 -3.650 -6.936 0.000 0.000 0.000 2 2 -0.092 3.851 3 -0.269 3.866 4 3 0.842 3.775 5 0.910 3.782 6 4 0.095 3.714 7 5 -0.171 -3.854 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL SECTION MEMBER VERTICAL HOCIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION R[ACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) !KIPS) (KIP -FT) (IN) (IN) ------ ------ -------- -------- -------- -------- -------- 1 1 6.077 -0.212 0.000 0.000 0.000 2 -0.053 1.715 -1.111 1.800 4 3 -2.216 1.888 5 -0.521 2.024 6 4 0.041 2.068 7 5 7.816 :5.183 0.000 0.000 0.000 ---------------=-------------------------------------------------------------------------------------------------------- 016 0 DESIGN SUMMARY REPORT NCI Building Systems, L.P. PAGE NO. - 2 JOB # 184935 FRM A TYP FRM ------7----------------------------------------------------------------------------------------------------------------- DATE 2-11- 0 0 1 7 FM0CTIONS AND DEFLECTIONS - LOAD CONDITION 5 - DL+SEISMIC L>R SECTION MEMBER VERTICAL WRIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION F:EACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) ------ ------ -------- 1 1 1.272 -------- -0.764 -------- 0.000 -------- 0.000 -------- 0.000 2 2 -0.051 1.915 3 -0.594 1.960 4 3 -0.674 1.%5 5 0.095 2.027 6 4 0.047 2.023 7 5 3.336 -------------------------------- -2.436 --------------------------------------------------------------------------------------- 0.000 0.000 0.000 0 • DESIGN SUMMARY REPORT NCI Building Systems, L.P. PAGE N0. - 3 JOB # 184935 FRM A TYP FRM DATE 2-11- 0 --------------------------------•---------------------------------------------------------------------------------------- EXT W 1- 2 LENGTH 18.69 FT MEMBER ANGLE 88.54 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 325. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 17.97 55. 46. 9 2.00 FT 8.06 IN 18.56 IN 6.000 X0.2500 0.1345 6.000 X0.3125 0.891 15.0 FT 2 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE- ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 -8.50 89.18 36.80 38.78 44.00 -1.53 34.55 -30.41 0.04 0.89 0.69 1 -4.34 11.24 ------------------------------------------------------------------------------------------------------------------------ RAFTER 2- 3 LENGTH 28.59 FT MEMBER ANGLE 4.76 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 479. LB SECTION LENGTH YIELD N0, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 7.95 55. 46. 4 1.99 FT 18.50 IN 18.50 IN 5.000 X0.2500 0.1345 5.000 X0.2500 1.021 0.6 FT 1 2 20.00 55. 46. 11 1.82 FT 18.50 IN 18.50 IN 5.000 X0.2500 0.1345 5.000 X0.2500 0.892 27.7 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL, LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSll (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 5.50 -74.26 21.52 33.00 31.08 1.12 -30.13 30.13 0.05 0.91 0.97 1 10.31 11.24 2 4.63 64.64 19.74 31.08 33.00 0.94 26.23 -26.23 0.05 0.84 0.79 1 7.27 1-1.24 --- - ------------------------------------------------------------------------------------------------------------- ER 4- 3 LENGTH 28.59 FT MEMBER ANGLE 175.24 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 479. LB SECTION LENGTH YIELD N0, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 7.95 55. 46. 4 1.99 FI 18.50 IN 18.50 IN 5.000 X0.2500 0.1345 5.000 X0.2500 1.021 0.6 FT 1 2 20.00 55. 46. 11 1.82 FT 18.50 IN 18.50 IN 5.000 X0.2500 0.1345 5.000 X0.2500 0.892 27.7 FI 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS -- SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. NO. (KIPS) (KIP -FT) (KSI) (V.SI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING 1 5.49 -74.26 21.52 33.00 31.08 1.12 -30.13 30.13 0.05 0.91 0.97 2 4.63 64.64 19.74 31.08 33.00 0.94 26.23 -26.23 0.05 0.84 0.79 ------------------------------------------------------------------------------------------------- • ----WEB SHEAR------ D LOAD FORCE ALLOW. - COND (KIPS) (KIPS) T 1 10.31 11.24 1 7.27 1-1.24 • DESIGN SUMMARY REPORT NCI Building Systems, L.P. PAGE N0. - 4 019 JOB # 184935 FRM A TYP FRM DATE 2-11- 0 ------------------------------------------------------------------------------------------------------------------------ EXT. 5- 4 LENGTH 18.69 FT MEMBER ANGLE 91.46 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 325. LB SECTIO LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD N0. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 17.97 55. 46. 9 2.00 FT 8.06 IN 18.56 IN 6.000 X0.2500 0.1345 6.000 X0.3125 0.837 18.0 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE- ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 11.1.1 -77.90 21.38 33.00 31.54 1.92 -26.66 23.58 0.09 0.81 0.75 1 -4.34 11.24 -------------------------------- --------------------------------------------------------------------------------------- TOTAL FRAME WEIGHT IS 1608. LB 0 FLANGE BRACE REPORT NCI Building Systems, L.P. JOB935 FRM A TYP FRM Iw FLANGE BRACING = N -------------- COLUMN 1 - 2 GIRTS LOCATED AT 7.29FT L .29FT - BRACED AT X X RAFTER 2 - 3 PURLINS LOCATED AT 3.51FT E.52FT 13.54FT 18.56FT 23.58FT 27.59FT 28.60FT BRACED AT X X X X X RAFTER 4 - 3 PURLINS LOCATED AT 3.51FT & 52FT 13.54FT 18.56FT 23.58FT 27.59FT 28.6OFT BRACED AT X < X X X COLUMN 5 - 4 GIRTS LOCATED AT 7.29FT 13.29FT BRACED AT -------------------------------------------------------------------------------------- X -, • • 020 Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** PURLIN DESIGN *** JOB NUMBER : 184935 • ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :4@25. INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE LEFT :1.000/12 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.): 5.00000 DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 16.600 PSF SPECIAL WIND COEFF.: -1.30 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN L/164. *** LOADING COMBINATION *** • 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL # LENGTH LEFT SECTION RIGHT COEF (KLF) (KLF) ---- 1 -------- .6670 ------ .0000 ------- 8Z14 ------- .0000 ------- -1.3000 ------- -.0983 ------- .1096 2 24.3330 .0000 8Z14 2.4791 -1.3000 -.0983 .1096 3 25.0000 2.4791 8Z16 1.2291 -1.3000 -.0983 .1096 4 25.0000 1.2291 8Z16 2.4791 -1.3000 -.0983 .1096 5 24.3330 2.4791 8Z14 .0000 -1.3000 -.0983 .1096 6 .6670 .0000 8Z14 .0000 -1.3000 -.0983 .1096 021. *** FLANGE BRACE -NFORMATION *** 022 SP NOLENGTH OUTSIDE S NO (FT.) BRACES .667 1@.6667 2 24.333 25@1.0000 3 25.000 25@1.0000 4 25.000 25@1.0000 5 24..333 25@1.0000 6 .667 1@.6667 0 INSIDE BRACES 1@.6667 1@24.3333 1@25.0000 1@25.0000 1@24.3333 1@.6667 *** PURLIN DESIGN *** JOB NAME: 184935 LOADING COMBINATION -- DL+LL PAGE 2 -- -MOMENT---!----SHEAR!--------- ----------UNITY-------CHECKS------- SP! . A----LLOWAB--LE----FORC----ES------- ! !----DEFL---- ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! 6.08 3.83 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -.07! 6.08 3.83 ! .02 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! 1.05! 6.08 3.83 ! .27 .00 .08! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 4.99! .00! 6.08 3.83 ! .00 .82 .82! 189 !RL! -3.28! -1.35! 6.03 3.83 ! .35 .54 .42! !RS! -6.96! -1.62! 11.05 6.11 ! .26 .63 .47! -------------------- SP!LO!MOMENT! - SHEAR! --------------------------------------------------------- ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- --------------------- !LS! -6.96! 1.45! --------------------------------------------------------- 11.05 6.11 ! .24 .63 .45! !LL! -3.71! 1.17! 4.65 2.28 ! .51 .80 .90! 3!FM! 2.57! .00! 4.97 2.28 ! .00 .52 .52! 456 !RL! -3.57! -1.16! 4.97 2.28 ! .51 .72 .78! !RS! -5.08! -1.29! 9.94 4.57 ! .28 .51 .34! -- ---------------------------------------------------------------------- SP !MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -5.08! 1.29! 9.94 4.57 ! .28 .51 .34! !LL! -3.57! 1.16! 4.97 2.28 ! .51 .72 .78! 4!FM! 2.57! .00! 4.97 2.28 ! .00 .52 .52! 456 !RL! -3.71! -1.17! 4.65 2.28 ! .51 .80 .90! !RS! -6.96! -1.45! 11.05 6.11 ! .24 .63 .45! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -6.96! 1.62! 11.05 6.11 ! .26 .63 .47! !LL! -3.28! 1.35! 6.03 3.83 ! .35 .54 .42! 5!FM! 4.99! .00! 6.08 3.83 ! .00 .82 .82! 189 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.02! -1.05! 6.08 3.83 ! .27 .00 .08! -------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.02! .07! 6.08 3.83 ! .02 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 6!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! • 023 *** PURLIN DESIGN *** JOB NAME: 184935 PAGE 3 024= LOADING COMBINATION -- DL+WL - ------------------------------------------------------------------------ S�!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------------------------------------------------------------------------------- !LS! .00! .00! 8.10 5.10 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .07! 8.10 5.10 ! .01 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.94! 8.10 5.10 ! .18 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -4:48! .00! 5.67 5.10 ! .00 .79 .00! 210 !RL! 2.95! 1.21! 8.10 5.10 ! .24 .36 .19! !RS! 6.24! 1.45! 14.73 8.15 ! .24 .42 .24! --------------------------------------7---------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 6.24! -1.30! 14.73 8.15 ! .21 .42 .22! !LL! 3.33! -1.05! 6.63 3.05 ! .35 .50 .37! 3!FM! -2.30! .00! 4.64 3.05 ! .00 .50 .00!'508 !RL! 3.21! 1.04! 6.63 3.05 ! .34 .48 .35! !RS! 4.56! 1.16! 13.25 6.09 ! .25 .34 .18! ---------------------------------------------------------------------- --- so !MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS---- HECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 4.56! -1.16! 13.25 6.09 ! .25 .34 .18! !LL! 3.21! -1.04! 6.63 3.05 ! .34 .48 .35! 4!FM! -2.30! .00! 4.64 3.05 ! .00 .50 .00! 508 !RL! 3.33! 1.05! 6.63 3.05 ! .35 .50 .37! !RS! 6.24! 1.30! 14.73 8.15 ! .21 .42 .22! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! --------------------------------------------------------------=---------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 6.24! -1.45! 14.73 8.15 ! .24 .42 .24! !LL! 2.95! -1.21! 8.10 5.10 ! .24 .36 .19! 5!FM! -4.48! .00! 5.67 5.10 ! .00 .79 .00! 210 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .94! 8.10 5.10 ! .18 .00 .03! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.07! 8.10 5.10 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 6!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! 00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! 0 Design Thk.: 16 ga= 0,.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga=.0.085, 12 ga= 0.10 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) :2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 16.600 PSF SPECIAL WIND COEFF.: .000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030 MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN : L/100. THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING MIDWEST METALLIC PAGE 1 *** EAVE STRUT DESIGN' *** Sjo JOB NUMBER : 184935 AREA • ( ANALYSIS ONLY ) DL + LL *** GEOMETRIC DATA *** -FT- NAME IN.SQ. BAY SPACING (FEET)I :4@25. (KLF) (KLF) BAY SPACING (FEET)' ------- .67 ------- 8ES12 ------- 1.883 INSET LEFT (FEET) I . .6670 INSET RIGHT (FEET ) .6670 EAVE EXTN LEFT (FT.) .0000 EAVE EXTN RIGHT (FT.) .0000 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.) : 2.5000 EAVE STRUT DEPTH (INCH) : 8.00 8ES12 1.883 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) :2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 16.600 PSF SPECIAL WIND COEFF.: .000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030 MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN : L/100. THIS EAVE STRUT RUN IS DESIGNED FOR AN ENCLOSED BUILDING 025. Sjo LENGTH SECTION AREA MOMENT WIND DL + WL DL + LL -FT- NAME IN.SQ. INERTIA COEF (KLF) (KLF) ---- 1 ------- .67 ------- 8ES12 ------- 1.883 ------- 19.14 ------- -1.5000 ------- -.0575 ------- .0548 2 24.33 8ES12 1.883 19.14 -1.1822 -.0442 .0548 3 25.00 8ES12 1.883 19.14 -1.1804 -.0442 .0548 4 25.00 8ES12 1.883 19.14 -1.1804 -.0442 .0548 5 24.33 8ES12 1.883 19.14 -1.1822 -.0442 .0548 6 .67 8ES12 1.883 19.14 -1.5000 -.0575 .0548 025. *** EAVE STRUT DESIGN *** JOB NAME: 184,935 PAGE 2 O/1 � U **** DEAD + LIVE LDAD **** --. ------- ---UNITY------CHECKS-------- SP !MOMENT-!-----SHEAR!-------- ALLOWABLE----------FOR--CES--------- ! !----DEFL---- ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! -119 RS! -.01! .04! 11.37 19.15 ! .00 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS .! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! .67! 11.37 19.15 ! .03 .00 .03! 2!FM! 4.05! .00! 11.36 19.15 ! .00 .36 .36! -382 RS! .00! -.67! 11.37 19.15 ! .03 .00 .03! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .69! 11.36 19.15 ! .04 .00 .04! 3!FM! 4.28! .00! 11.36 19.15 ! .00 .38 .38! -351 RS! .00! -.69! 11.36 19.15 ! .04 .00 .04! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------------------- !LS! .00! - --------------------------------------------------------- .69! 11.36 19.15 ! .04 .00 .04! 4!FM! 4.28! .00! 11.36 19.15 ! .00 .38 .38! -351 � .00! -.69!11_ 3619_ 04 SP!LO!MOMENT! ------- SHEAR! -------- ALLOWABLE -15 FORCES ! ----- ---------------- UNITY CHECKS ! -- DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .67! 11.37 19.15 ! .03 .00 .03! 5!FM! 4.05! .00! 11.36 19.15 ! .00 .36 .36! -382 RS! -.01! -.67! 11.37 19.15 ! .03 .00 .03! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND . COMB! -L/- ------------------------------------------------------------------------------- !LS! -.01! -.04! 11.37 19.15 ! .00 .00 .00! 6!FM! .00! .00! .00 .00 ! .00 .00 .00! -119 RS! .00! .00! .00 .00 ! .00 .00 .00! 0 *** EAVE STRUT DESIGN *** JOB NAME: 184935 PAGE 3 027 **** DEAD + WIND LOAD **** - ------------------------------------------------------------------------ S !MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 113 RS! ------------------------------------------------------------------------------- .01! -.04! 15.16 25.54 ! .00 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS .! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! -.54! 15.16 25.54 ! .03 .00 .03! 2!FM! -3.27! .00! 6.07 25.54 ! .00 .54 .54! 473 RS! ------------------------------------------------------------------------------- .00! .54! 15.16 25.54 ! .03 .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.55! 15.15 25.54 ! .03 .00 .03! 3!FM! -3.45! .00! 6.07 25.54 ! .00 .57 .57! 436 RS! -------------------------------------------------------------------------------- .00! .55! 15.15 25.54 ! .03 .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.55! 15.15 25.54 ! .03 .00 .03! 4!FM! -3.45! .00! 6.07 25.54 ! .00 .57 .57! 436 - 10 ! -------------------------------------------------------------------------- .00! .55! 15.15 25.54 ! .03 .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.54! 15.16 25.54 ! .03 .00 .03! 5!FM! -3.27! .00! 6.07 25.54 ! .00 .54 .54! 473 RS! ------------------------------------------------------------------------------- .01! .54! 15.16 25.54 ! .03 .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! .04! 15.16 25.54 ! .00 .00 .00! 6!FM! .00! .00! .00 .00 ! .00 .00 .00! 113 RS! .00! .00! .00 .00 ! .00 .00 .00! 0 Design Thk.: 16 ga= C.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** *** FRONT SIDEWALL *** • JOB NUMBER : 184935 ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :4@25. INSET LEFT (FEET) .6667 ROOF SLOPE N0. 1.00/12 GIRT DEPTH (INCH) 8.00 OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .6667 MAX. TRIBUTARY SPACING (FT:) :. 6.6458 GIRT CONDITION :BY -FRAME WIND VELOCITY PRESSURE (q): -16.60 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ------ 1.2291 2 25.0000 1.2291 8Z16 1.2291 3 0-1 24.3333 6.6458 .9000 -.9000 0993 .0993 2 25.0000 6.6458 .9000 -.9000 .0993 -.0993 3 25.0000 6.6458 .9000 -.9000 .0993 -.0993 4 24.3333 6.6458 .9000 -.9000 .0993 -.0993 *** LOADING COMBINATION *** 1. WLP 2. WLS *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 24.3333 ------ .0000 ------- 8Z16 ------ 1.2291 2 25.0000 1.2291 8Z16 1.2291 3 25.0000 1.2291 8Z16 1.2291 4 24.3333 1.2291 8Z16 .0000 • • �� *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE So NO (FT.) BRACES 24.333 25@1.0000 2 25.000 25@1.0000 3 25.000 25@1.0000 4 24.333 25@1.0000 • • INSIDE BRACES 1@25.0000 1@25.0000 1@25.0000 1@25.0000 029 0 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NAME: 184935 PAGE 2 030 LOA NG COMBINATION -- WLP ---------------- SP!LO!MOMENT! - SHEAR! ---------------------------------------------------------- ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .95! 6.63 3.05 ! .31 .00 .10! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 4.50! .00! 6.63 3.05 ! .00 .68 .68! 178 !RL! -4.67! -1.35! 6.55 3.05 ! .44 .71 .7.0! !RS! -6.40! -1.47! 13.25 6.09 ! .32 .48 .34! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -6.40! 1.32! 13.25 6.09 ! .29 .48 .32! !LL! -4.86! 1.19! 6.16 3.05 ! .39 .79 .78! 2!FM! 2.30! .00! 6.63 3.05 ! .00 .35 .35! 516 !RL! -3.19! -1.05! 6.63 3.05 ! .34 .48 .35! !RS! -4.56! -1.17! 13.25 6.09 ! .26 .34 .18! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -4.56! 1.17! 13.25 6.09 ! .26 .34 .18! !LL! -3.20! 1.05! 6.63 3.05 ! .34 .48 .35! 3!FM! 2.30! .00! 6.63 3.05 ! .00 .35 .35! 516 !RL! -4.86! -1.19! 6.16 3.05 ! .39 .79 .77! ! -6.40! -1_32!-----13_25--------6-09- 1----------------------- - ----------- SP!LO!MOMENT! SHEAR! ALLOWABLE ---- FORCES ! UNITY CHECKS ! -------- DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -6.40! 1.47! 13.25 6.09 ! .32 .48 .34! !LL! -4.67! 1.35! 6.55 3.05 ! .44 .71 .70! 4!FM! 4.50! .00! 6.63 3.05 ! .00 .68 .68! 178 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.95! 1.29 3.05 ! .31 .00 .10! 0 0 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NAME: 184935 n PAGE 3 0 31 LOADING COMBINATION --- WLS --� ------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.95! 6.63 3.05 ! .31 .00 .10! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -4.50! .00! 4.64 3.05 ! .00 .97 .00! 178 !RL! 4.67! 1.35! 6.63 3.05 ! .44 .70 .69! !RS! ------------------------------------------------------------------------------- 6.40! 1.47! 13.25 6.09 ! .32 .48 .34! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 6.40! -1.32! 13.25 6.09 ! .29 .48 .32! !LL! 4.86! -1.19! 6.63 3.05 ! .39 .73 .69! 2!FM! -2.30! .00! 4.64 3.05 ! .00 .50 .00! 516 !RL! 3.19! 1.05! 6.63 3.05 ! .34 .48 .35! !RS! 4.56! 1.17! 13.25 6.09 ! .26 .34 .18! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 4.56! -1.17! 13.25 6.09 ! .26 .34 .18! !LL! 3.20! -1.05! 6.63 3.05 ! .34 .48 .35! 3!FM! -2.30! .00! 4.64 3.05 ! .00 .50 .00! 516 !RL! 4.86! 1.19! 6.63 3.05 ! .39 .73 .69! ! 6.40! 1.32! _0 SP!LO!MOMENT! SHEAR! --13-25--------6-09----!-----29------48------32!-------- ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 6.40! -1.47! 13.25 6.09 ! .32 .48 .34! !LL! 4.67! -1.35! 6.63 3.05 ! .44 .70 .69! 4!FM! -4.50! .00! 4.64 3.05 ! .00 .97 .00! 178 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .95! 6.63 3.05 ! .31 .00 .10! 0 *** FRONT SIDEWALL RESULTS *** JOB NUMBER: 184935 on *** GIRTS *** ll�� SP BAY GIRT LAP LEFT FULL BAY/ RIGHT LAP - SPACING ------- ELEVATION --------- LEFT ------ OF OPENING BTWN OPNG OF OPENING RIGHT 1 25.0000, 7.2917 .0000 ---------- ----------- 8Z16 ---------- ------ 1.2291 ------------------------------------------------------------------------------ 13.2'917 .0000 8Z16 • 1.2291 2 25.0000 7.2917 1.2291 8Z16 8Z16 1.2291 ------------------------------------------------------------------------------ 13.2917 1.2291 8Z16 8Z16 1.2291 3 25.0000 7.2917 1.2291 8Z16 .1.2291 ------------------------------------------------------------------------------ 13.2917 1.2291 8Z16 1.2291 4 25.0000 7.2917 1.2291 8Z16 .0000 ------------------------------------------------------------------------------ 13.2917 1.2291 8Z16 .0000 GIRTS ARE DESIGNED WITH BY -FRAME CONDITION. *** FRAMED OPENING FRAMING *** SPAN DIST TO OPNG. JAMB HEADER HEADER GIRT HEADER NO. JAMB WID^_H SECTION SECTION ELEV. ELEVATION (FT) ---- ------- (FT: ------- (TABLE 2) --------- (TABLE 3) --------- (FT) (FT) 2 4.500 16.000 8X3.5C14 8X2.5C16 ------- 16.000 --------- 20.000 • :7 Design Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** *** LEFT ENDWALL *** • JOB NUMBER : 184935 (OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET)',, :3@20.000 INSET LEFT (FEET) .8438 INSET RIGHT (FEET) ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) GIRT DEPTH (INCH) : 8.00 GIRT CONDITION OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -16.60 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. .8438 :. 6.6458 :FLUSH .71 03 ' ij SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) 101 19.1563 ,6.6458 .9000 -.9000 0993 .0993 2 20.0000 6.6458 .9000 -.9000 .0993 -.0993 3 19.1563 16.6458 .9000 -.9000 .0993 -.0993 *** LOADING COMBINATION *** 1. WLP 2. WLS �l GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 18.6146 I ------ , .0000 8213 .0000 2 19.4583 .0000 8Z13 .0000 3 18.6146 .0000 8Z13 .0000 .8438 :. 6.6458 :FLUSH .71 03 ' *** FLANGE BRACE INFORMATION *** SP NOLENGTH OUTSIDE S NO (FT.) BRACES 18.615 20@1.0000 2 19.458 20@1.0000 3 18.615 20@1.0000 • C INSIDE BRACES 1@20.0000 1@20.0000 1@20.0000 *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: 184935 LOADING COMBINATION -- WLP --*-------------------- PAGE 2 SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .92! 10.33 9.17 ! .10 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 4.30! .00! 10.33 9.17 ! .00 .42 .42! 272 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.92! 10.33 9.17 ! .10 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .97! 10.33 9.17 ! .11 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 4.70! .00! 10.33 9.17 ! .00 .45 .45! 238 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.97! 10.33 9.17 ! .11 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .92! 10.33 9.17 ! .10 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 4.30! .00! 10.33 9.17 ! .00 .42 .42! 272 !RL! .00! .00! .00 .00 ! .00 .00 .00! 0 ! .00! -.92! 10.33 9.17 ! .10 .00 .01! • *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: 184935 PAGE 3 037 LOAbG COMBINATION -- WLS SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.92! 10.33 9.17 ! .10 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -4.30! .00! 5.17 9.17 ! .00 .83 .00! 272 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .92! 10.33 9.17 ! .10 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -------------------- !LS! .00! - -.97! --------------------------------------------------------- 10.33 9.17 ! .11 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -4.70! .00! 5.17 9.17 ! .00 .91 .00! 238 !RL! .00! .00! _00 .00 ! .00 .00 .00! !RS! .00! .97! 10.33 9.17 ! .11 .00 .01! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.92! 10.33 9.17 ! .10 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -4.30! .00! 5.17 9.17 ! .00 .83 .00! 272 !RL! .00! .00! .00 .00 ! .00 .00 .00! •! .00! .92! 10.33 9.17 ! .10 .00 .01! *** LEFT ENDWALL RESULTS *** JOB NUMBER: 184935 *** GIRTS *** SPAN BAY GIRT LAP LEFT FULL BAY/ RIGHT LAP - SPACING ------- ELEVASION --------- LEFT OF OPENING ------ BTWN OPNG OF OPENING RIGHT 3 20.0000 7.2917 --------------------- .0000 ---------- 8213 ------ .0000 13.2x17 .0000 8Z16 .0000 17.2917 .0000 8Z16 .0000 ------------------------------------------------------------------------------ 2 20.0000 7.2917 .0000 8Z13 .0000 13.2x17 .0000 8Z14 .0000 ------------------------------------------------------------------------------- 17.2x17 .0000 8Z16 0000 1 20.0000 7.2917 .0000 8213 .0000 13.2.317 .0000 8Z16 .0000 ------------------------------------------------------------------------------ 17.2917 .0000 8Z16 .0000 ,GIRTS ARE DESIGNED WITH FLUSH CONDITION USING SHORT CLIPS (2 -BOLTS). • • 036! Design Thk.: 16 ga= 0.059, 15 3a= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC - COLUMN DESIGN LEFT EhDWALL JOB NUMBER:: 184935 rmww", �i\L9ilil.IW" 0OMETRIC DATA BAY SPACING (FEET) 3@2).000 BAY SPACING (FEET) FS EAVE HEIGHT (FEET) 27.00 FS TO RIDGE (FEET) 30.000 END FRAME (BF,MF) BF PURLIN DEPTH (INCHES) 8.130 ENDWALL BRACING TYPE D ... DESIGN CRITERIA - BS EAVE HEIGHT (FEET) FS ROOF SLOPE : 12 GIRT CONDITION RAFTER DEPTH (INCHES) # BAYS : 0 LOCATION WIND VELOCIT- PRESSURE (q): 16.60 PSF BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT SPCL.EW COL.PRES.COEF.: .100 SPCL.EW COL.SUCTION COEF SHEAR + BENDING LIMIT : 1.m3 SHEAR OR BENDING LIMIT - LOADING COMBINATIONS - 20.00 20.00 1.00 FLUSH 8.000 L/ 90. -.900 1.03 1.DL+LL 2.DL+WLP 3.DL+WLS 4.DL+0.5LL+WLP 5.DL+O.5LL+WLS 6.DL+LL+0.5WLP 7.DL+LL+0.5WLS DESIGN RESULTS AND WIND ROADING '•� COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACIPG HEIGHT COEF. COEF. (KLF) (KLF) ----------- ------ 1 BX3.5C13 18.723 ------- 10.000 ------- 20.417 -------- .900 ------- -.900 -------- .149 ------- -.149 2 BX7C13 20.308 20.000 21.667 .900 -.900 .299 -.299 3 BX7C13 20.308 20.000 21.667 .900 -.900 .299 -.299 q�8X3.5C13 18.723 10.000 20.417 .900 -.900 .149 -.149 JOB NAME: 184935 +++ COLUMN NUMBER +++ COLUMN DESIGN +++ +t+ LEFT ENDWALL +++ 1 SEZE : BX3.5C13 +'.+ G1 (FEET) - 7.292 PAGE 2 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOAjljL I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY 1 DEF C C I kips kip -ft ;I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---I----------------I------- ------ ----------- I ----- ----- ------I------- I---- 1W I 2.45 .06 1 15.43 8.08 7.28 6.411 .16 .01 .01 1 .17 1 0 1 1 G1 1 2.45 .03 d 14.24 8.08 7.43 6.411 .17 .00 .00 1 .18 1 2 1 FM 1 -1.46 -6.58 161.65 10.78 9.70 8.551 -.02 .61 .68 1 .70 1-221 2 1 G1 1 -1.46 -6.24 2 61.65 10.78 9.91 8.551 -.02 .58 .63 1 .65 1 3 1 FM 1 -1.46 6.51 m 61.65 10.78 9.70 8.551 -.02 .60 .67 1 .65 1 221 3 1 G1 1 -1.46 6.21 61.65 10.78 9.91 8.551 -.02 .58 .63 1 .60 1 4 1 FM 1 -.39 -6.56 61.65 10.78 9.70 8.551 -.01 .61 .68 1 .68 1-221 4 1 G1 1 -.39 -6.23 61.65 10.78 9.91 8.551 -.01 .58 .63 1 .63 1 5 1 FM 1 -.39 6.54 61.65 10.78 9.70 8.551 -.01 .61 .67 1 .67 1 221 5 1 G1 1 -.39 6.22 61.65 10.78 9.91 8.551 -.01 .58 .63 1 .62 1 6 1 FM 1 1.57 -6.51 20.58 10.78 9.70 8.551 .08 .60 .67 1 .59 1-221 6 1 G1 1 1.57 -6.21 18.98 10.78 9.91 8.551 .08 .58 .63 1 .54 1 7 1 FM 1 1.57 6.59 20.58 10.78 9.70 8.551 .08 .61 .68 1 .76 1 221 7 1 G1 1 1.57 6.24 18.98 10.78 9.91 8.551 .08 .58 .63 1 .71 1 +++ COLUMN NUMBER 2 SI;E : BX7C13 •++ G1 (FEET) = 7.292 I 1 AXIAL BENDING l<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER 1 UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips [AXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- --------II------- ------ ----------- I ----- ----- ------ ------- 1 1 FM 1 6.17 .33 11 34.13 16.17 16.17 31.011 .18 .02 .02 I .20 I 0 1 1 G1 1 6.17 .12 1 34.13 16.17 16.17 31.011 .18 .01 .01 I .19 I 2 1 FM 1 -3.66 -15.60 1123.30 21.56 21.56 41.341 -.03 .72 .72 1 .75 1-173 2 1 G1 1 -3.66 -14.25 1123.30 21.56 21.56 41.341 -.03 .66 .66 1 .69 1 3 1 FM 1 -3.66 15.21 1123.30 21.56 21.56 41.341 -.03 .71 .71 1 .68 1 173 3 1 G1 1 -3.66 14.11 1123.30 21.56 21.56 41.341 -.03 .65 .65 1 .62 1 4 1 FM 1 -.98 -15.46 1123.30 21.56 21.56 41.341 -.01 .72 .72 1 .72 1-173 4 1 G1 1 -.98 -14.20 1123.30 21.56 21.56 41.341 -.01 .66 .66 1 .67 1 5 1 FM 1 -.98 15.35 1123.30 21.56 21.56 41.341 -.01 .71 .71 1 .70 1 173 5 1 G1 1 -.98 14.16 lt23.30 21.56 21.56 41.341 -.01 .66 .66 1 .65 1 6 1 FM 1 3.94 -15.20 1 45.50 21.56 21.56 41.341 .09 .70 .70 1 .62 1-173 6 1 G1 1 3.94 -14.10 1 45.50 21.56 21.56 41.341 .09 .65 .65 1 .57 1 7 1 FM 1 3.94 15.61 1 45.50 21.56 21.56 41.341 .09 .72 .72 1 .81 1 173 7 1 G1 1 3.94 14.25 1 45.50 21.56 21.56 41.341 .09 .66 .66 1 .75 1 COLUMN NUMBER 3 SIZE 8X7C13 +++ G1 (FEET) = 7.292 I AXIAL BENDING 1=----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LO 1 1 FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------ ------- I I FM 1 6.17 .33 1 34.13 16.17 16.17 31.011 .18 .02 .02 I .20 I 0 1 1 G1 1 6.17 .12 1 34.13 16.17 16.17 31.011 .18 .01 .01 I .19 I 2 1 FM 1 -3.66 -15.60 1123.30 21.56 21.56 41.341 -.03 .72 .72 1 .75 1-173 2 1 G1 1 -3.66 -14.25 I1-23.30 21.56 21.56 41.341 -.03 .66 .66 1 .69 1 3 1 FM 1 -3.66 15.21 1323.30 21.56 21.56 41.341 -.03 .71 .71 1 .68 1 173 3 1 G1 1 -3.66 14.11 1323.30 21.56 21.56 41.341 -.03 .65 .65 1 .62 1 4 1 FM 1 -.98 -15.46 1323.30 21.56 21.56 41.341 -.01 .72 .72 1 .72 1-173 4 1 Gl 1 -.98 -14.20 11-23.30 21.56 21.56 41.341 -.01 .66 .66 1 .67 1 5 1 FM 1 -.98 15.35 1123.30 21.56 21.56 41.341 -.01 .71 .71 1 .70 1 173 5 1 G1 1 -.98 14.16 1123.30 21.56 21.56 41.341 --01 .66 .66 1 .65 1 6 1 FM 1 3.94 -15.20 1 45.50 21.56 21.56 41.341 .09 .70 .70 1 .62 1-173 6 1 G1 1 3.94 -14.10 1 45.50 21.56 21.56 41.341 .09 .65 .65 1 .57 1 7 1 FM 1 3.94 15.61 1 45.50 21.56 21.56 41.341 .09 .72 .72 1 .81 1 173 7 1 G1 1 3.94 14.25 1 45.50 21.56 21.56 41.341 .09 .66 .66 1 .75 1 is 039 COLUMN DESIGN ... LEFT ENDWALL JOB NAME: 184935 PAGE 3 COLUMN NUMBER : 4 SIZE : 8X3.5C13 •** G1 (FEET) = 7.292 I 1 AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK---->1 COMB I MAX LOAD I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF C C I kips kip-ft I kips kip-ft kip-ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---I--------------- i------- ------ ----------- I ----- ----- ------I-------I---- 1 FM I 2.45 .06 11 15.43 8.08 7.28 6.411 .16 .01 .01 I .17 1 0 1 1 G1 I 2.45 .03 zI 14.24 8.08 7.43 6.411 .17 .00 .00 I .18 1 2 1 FM I -1.46 -6.58 1 61.65 10.78 9.70 8.551 -.02 .61 .68 1 .70 1-221 2 1 G1 I -1.46 -6.24 3 61.65 10.78 9.91 8.551 -.02 .58 .63 1 .65 1 3 1 FM 1 -1.46 6.51 1 61.65 10.78 9.70 8.551 -.02 .60 .67 1 .65 1 221 3 I G1 1 -1.46 6.21 ) 61.65 10.78 9.91 8.551 -.02 .58 .63 1 .60 1 4 I FM 1 -.39 -6.56 1 61.65 10.78 9.70 8.551 -.01 .61 .68 1 .68 1-221 4 I G1 1 -.39 -6.23 61.65 10.78 9.91 8.551 -.01 .58 .63 1 .63 1 5 1 FM 1 -.39 6.54 61.65 10.78 9.70 8.551 -.01 .61 .67 1 .67 1 221 5 1 G1 1 -.39 6.22 61.65 10.78 9.91 8.551 -.01 .58 .63 1 .62 1 6 1 FM 1 1.57 -6.51 20.58 10.78 9.70 8.551 .08 .60 .67 1 .59 1-221 6 1 G1 1 1.57 -6.21 18.98 10.78 9.91 8.551 .08 .58 .63 1 .54 1 7 1 FM 1 1.57 6.59 20.58 10.78 9.70 8.551 .08 .61 .68'1 .76 1 221 7 1 G1 1 1.57 6.24 18.98 10.78 9.91 8.551 .08 .58 .63 1 .71 1 0 040. Design Thk.: 16 ga= C.059, 15 ga= 0.065, 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** ENDWALL DESIGN *** 041 *** LEFT ENDWALL *** *** ENDWALL RAFTER *** • JOB NUMBER : 184935 ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 3@20.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :25.0000 FRONT SIDE CANOPY (=T): .0000 FRONT SIDE ROOF SLO?E : 1.00/12 PURLIN SPACING (FEE.. ^_) : 5.017 *** DESIGN CRITERIrn *** PURLIN EXTN. (FEET) .0000 BACK SIDE CANOPY (FT) .0000 BACK SIDE ROOF SLOPE 1.00/12 DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS q): 16.600 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 . -1.000 SPCL. GCp @ OVERHANG . -2.000 SHEAR OR BENDING LIN -IT: 1.035 RAFTER DEFLECTION LIMIT : L/164. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL 03. DL+O.SLL+WL 4. DL+LL+0.5WL *** LOADING *** ANALYSIS SPAN LENGTH ENDBAY/2 ------ -------- -------- OH 1.0035 12.5000 1 19.0659 12.5000 2 20.0693 12.5000 3 19.0659 12.5000 OH 1.0035 12.5000 *** DESIGN RESULTS i** MEM SIZE LENGTH --- ------- -------- 1 10X3.5C12 29.1005 2 10X3.5C12 29.1005 0 GCp PURLIN GCpX DL+WL DL+LL COEF. EXTN. COEF. (KLF) (KLF) ------- -1.0000 ------ .0000 ------- -2.0000 ------- -.1701 ------- .2865 -1.0000 .0000 -2.0000 -.1701 .2865 -1.0000 .0000 -2.0000 -.1701 .2865 -1.0000 .0000 -2.0000 -.1701 .2865 -1.0000 .0000 -2.0000 -.1701 .2865 C • *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB: NAME: 184935 PAGE 2 l� LOADING COMBINATION -- DL+LL --w ------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! HEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! 'KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.14! :2.17! 13.83! 10.27! .21! .01! ! 1 !FM! 8.05! .00! 13.83! 10.27! .00! .58! 455 ! 1 !RS! -10.91! -3.30! 13.83! 10.27! .32! .79! ! 2 !LS! -10.91! 2.87! 13.83! 10.27! .28! .79! ! 2 !**! -3.52! .00! 13.83! 10.27! .00! 25! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! 3.52! .00! 13.83! 10.27! .00! .25! 2077 ! 2 !RS! -10.91! -2.87! 13.83! 10.27! .28! .79! ! 3 !LS! -10.91! 3.30! 13.83! 10.27! .32! .79! ! 3 !FM! 8.05! .00! 13.83! 10.27! .00! .58! 455 3 !**! .14! -2.17! 13.83! 10.27! .21! .01! C • • *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: 184935 PAGE 3 043 LO ING -------------------------------------------------------------------------- COMBINATION -- DL+WL - MEM!SPN!LO!MOMENT! 'HEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- --------------------------------------------------------------------------- 1 ! 1 !**! .09! -1.29! 18.44! 13.69! .13! .00! ! 1 !FM! -4.78! .00! 14.99! 13.69! .00! .32! 768 ! 1 !RS! 6.48! 1.96! 18.44! 13.69! .19! .35! ! 2 !LS! 6.48! -1.71! 18.44! 13.69! .17! .35! ! 2 ------------------------------------------------------------------------------ !**! 2.09! .00! 18.44! 13.69! .00! .11! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- -------------------- 2 ! 2 !**! -2.09! ---------------------------------------------------------- .00! 18.44! 13.69! .00! .11! 3500 ! 2 !RS! 6.48! :1.71! 18.44! 13.69! .17! .35! ! 3 !LS! 6.48! -1.96! 18.44! 13.69! .19! .35! ! 3 !FM! -4.78! .00! 14.99! 13.69! .00! .32! 768 ! 3 !**! -.09! 1.29! 18.44! 13.69! .13! .00! • *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: 184935 PAGE 4 044 LONG -COMBINATION-- DL+0�5LL+WL MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! .02! -.34! 18.44! 13.69! .03! .00! ! 1 !FM! -4.78! .00! 14.99! 13.69! .00! .32! 2874 ! 1 !RS! 1.74! .52! 18.44! 13.69! .05! .09! ! 2 !LS! 1.74! -.46! 18.44! 13.69! .04! .09! ! 2 !**! .56! .00! 18.44! 13.69! .00! .03! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -.56! .00! 18.44! 13.69! .00! .03! 9999 ! 2 !RS! 1.74! .46! 18.44! 13.69! .04! .09! ! 3 !LS! 1.74! --.52! 18.44! 13.69! .05! .09! ! 3 !FM! -4.78! .00! 14.99! 13.69! .00! .32! 2874 ! 3 !**! -.02! .34! 18.44! 13.69! .03! .00! • 0 *** RAFTER DESIGN *** *** LEFT ENDWALL *** n 045 5 JOB NAME: 184935 PAGE 5 LOADING COMBINATION -- DL+LL+0.5WL 0------------------------------------------------------------------------- -0 ------------------------------------------------------------------------- MEM!SPN!LO!MOMENT! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.09! 1.38! 18.44! 13.69! .13! .00! ! 1 !FM! -4.78! .00! 18.44! 13.69! .00! .26! 711 ! 1 !RS! -6.96! -2.10! 18.44! 13.69! .20! .38! ! 2 !LS! -6.96! 1.83! 18.44! 13.69! .18! .38! ! 2 !**! -2.24! .00! 18.44! 13.69! .00! .12! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! 2.24! .00! 18.44! 13.69! .00! .12! 3243 ! 2 !RS! -6.96! -_.83! 18.44! 13.69! .18! .38! ! 3 !LS! -6.96! 2.10! 18.44! 13.69! .20! .38! ! 3 !FM! --4.78! .00! 18.44! 13.69! .00! .26! 711 ! 3 !**! .09! -1.38! 18.44! 13.69! .13! .00! 0 MIDWEST METALLIC PAGE 1 BRACING DESIGN n JOB NUMBER : 184935 0 4 R (FULL OPTIMIZATION) "-16ETRIC DATA BAY SPACING (FEET) 4@25.00 BRACED TIER SPACES (FT) 3@20.00 FRONT EAVE HEIGHT (FEET): 20.:0000 FRONT SIDE ROOF SLOPE 1.0000/12 •�' BRACING DATA ... RF BRACING TYPE CABLE FS BRACING TYPE CABLE BS BRACING TYPE CABLE LE BRACING TYPE DIAPHRR4GM RE BRACING TYPE DIAPHR:eGM DESIGN CRITERIA WIND VELOCITY PRESS (q) : 16.6000 PSF INTERIOR COEFFICIENT,GCpR: 1.3000 MAXIMUM UNITY CHECK RATIO: 1=0345 LOADING COMBINATIONS 1. WIND LOAD 0 BACK SAVE HEIGHT (FEET) 20:0000 FRONT SIDE TO RIDGE 30.0000 N BAYS 1 LOCATION 2 N BAYS 1 LOCATION 1 N BAYS 1 LOCATION 2 k BAYS LOCATION N BAYS LOCATION EDGE STRIP WIDTH (FEET) 20.000 EDGE STRIP COEFFICIENT,GCpX : 1.3000 MAX. HORIZONTAL DEFLECTION .0000 BRACING DESIGN — JOB NUMBER : 184935 " ` ROOF BRACING "" PAGE 2 n ( FRONT TO BACK SIDE) 1 / /� 7 BRACING RESULTS �+ -------------------------------------------------------------------------------- I TI TIER I 'C' B R A C I N G- S I Z E/ T E N S I O N I I N -PACING- I BAY #2 I BAY q0 I BAY #0 I BAY #0 1 BAY #0 I ---- --------------------------------------------------------------- I 1 1 20.0000 15/16" DIF I I(FS) 1 I 5.99 1 ---------------------------- -------------------------------------------------- 1 2 1 20.0000 1 1/4" DIA I I I 1 .00 1 ------------------------------------------------------------------------------- 1 3 1 20.0000 1 5/16" DIA I I(BS) 1 1 5.99 1 -------------------------------------------------------------------------------- ----=--------------------_------------------------------------------------------ I COL I P I S T R U T S- T Y P E / F O R C E ) I # I FORCE I BAY #2 1 BAY #0 1 BAY 40 1 BAY #0 1 BAY 00 1 ------------------------------------------------------------------------------- I FS 1 2.2030 1 CL - 23 1 IEAVE 1 1 6.88 1 ----------------------------- ------------------------------------------------- 2 2 I 4.6757 I CL - 1 I I I I 4.68 I ----------------------------- ------------------------------------------------- 1 3 1 4.6757 1 CL - 1 I 1 1 4.68 9 ------------------------------------------------------------------------------- I BS 1 2.2030 1 CL - 23 IEAVE 1 1 6.88 ------------------------------------------------------------------------------- **` BRACING DESIGN *** JOB NUMBER : 184935 *** WALL BRACING **` PAGE 3 *** FRONTSIDE *** ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G- S I Z E/ T E N S I O N I IWASPACING I BAY #1 1 BAY 00 1 BAY #0 1 BAY #0 I BAY #0 1 - ------------------- ----------------------------------------- I F 20.0000 1 3/8" DIA I I I I 8.62 1 ---------------------------------------------------=--------------------------- *** BACKSIDE *** ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G- S I Z E/ T E N S I 0 N I IWALL I SPACING I BAY 92 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 ------------------------------------------------------------------------------- I BS 1 20.0000 1 3/8" DIA I 1 1 8.54 1 ------------------------------------------------------------------------------- *** LEFT ENDWALL *** -------------------------------------- 1 D I A P H R A G M A C T O N I -------------------------------------- I I EAVE I LIN. FT. I LIP". FT. I IWALLI FORCE I REQUIRED I AW ILABLE I `-� ----------------------------- -------- / tJY', I LE 1 2.70 1 20.28 1 60.00 1 DIAPHRAGM ACTION IS �\ Vi *** RIGHT ENDWALL *** -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I RE 1 2.70 1 20.28 1 44.00 1 -------------------------------------- a DIAPHRAGM ACTION IS yk-0< 3 0I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded i� 27 -Apr -2000 2000-0015209 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited,to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date -06 PROPERTY OWNERS: State of California ) County of SXNN) On N0.:\ 'an,w, ^6.000 before me, �I.Q.,i . r. �r 2..1.2 � Sit e•. r. " N °�. V Q+w b � : c � personally appeared r we e 1personally known to me (or proved to me on the basis of satisfactory evid nce) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/herhheir authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the ,, . instrument. WITNESS myhandand official seal Signature / l d;� :�*� Seal: A.P. # D3 (o — 5 In - 1)f L IF -To i 2cc 3pl Order No. 53143 VL DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Section 25, Township 19 North, Range 3 East, M.D.B. & M., and being nore particularly described as follows: Commencing at the Southeast corner of Section 25; thence North 1' 16' East along the East line of Section 25, a distance of 1789.4 feet to a point; thence South 871 28' West, 231.0 feet to a point; thence South 6" 41' West, 499.55 feet to a point; thence North 881 41' West, 36.83 feet to.'a point, said point being the true point of beginning of this description; thence from the true point of beginning, continuing North 881 41' West, 615.83 feet to a point; thence North 1` 19' West,- 300.32 feet to a point; thence South 88` 41' East, 579.25 feet to a point; thence South 8` 51' East, 292.07 feet to a point; thence South 6` 35' West, 12.62 feet to the true point of beginning. Said parcel is also known as Parcel No. 10 on Record of Survey filed in the office of the Recorder of the County of Butte, State of California, on May 31, 1955 in Book 21 of Maps, at page 38. r 01 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street * Chico, CA * (530) 891.-2751 7 County Center Drive * Oroville, CA - (530)'538-7541 CORRECTION NOTICE 0 136 OWNER PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any q0e.stions pertaining to this matter, or need additional explanation, please contact this office immediately -P E r0__ P If \ k T S .r F i,,�'Am i�-' t 1­� 0 ),4- 16 / A) (:-", DJ --in A j A) /11,/ / Z2 - r1r_v ivitlz BUTTE COUNTY DEVELOPMENT SERVICES Date: 5 j I�aJ A.P.#: Owner: cc!, Zoning: Address: t 74 e -4t.) General Plan: Location: l�01 C i i C I`t �s pv% TYPE: [ ]Building [ ]Health [ ]Planning Taken By: Permit History on File: [ ]None [ �� follows: Tenant Description of Violation: ^C tG(✓ e S INSPECTOR'S REPORT Address: Caution: Yes[ ] No[ ] Approximate Building/Mobile Home size: Approximate Building/Mobile Home age: Under construction: Built by/for: [ ]Present owner [ ]Previous owner [ ]Occupied [ ]Vacant Has Electricity: [ ]Yes [ ]No Has Gas: [ ]Natural [ ]Propane [ ]None Has Sanitation: [ ]Yes [ ]No Obvious sewage problems?[ ]Yes [ ]No Hazards: [ ]Yes { ]No Person Contacted: Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE! Inspector: ACTION RECOMMENDED:. [ ]Information Only, File [ ]Complaint Unfounded [ ]Resolved per Inspector's Report Date: [ ]Hold for Days [ ]Other [ ]Send Letter for Compliance 1 ^ w m'niyi 1iftl der' >, a � � •' - t.. !� � 'ice � latama�l�. j r 5 -- � � :?f5d'In.�kJ �. 3_1. 1 .•^�_. .: iw�h a*��7&t,.f�.�.. 0 COUNTY OF BUTTE i BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 r i 7 County Center Drive • Oroville, CA • (530) 538-7541 ! . 3 CORRECTION NOTICE r s OWNER PERMIT NO. a - A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. s t 9 s PC.117 j4-PPcZ- Date- REV 10/92 I BUTTE COUNTY DEPARTMENT OF PUBLIC . -HEALTH o? Vca-laa'lS DIVISION OF ENVIRONMENTAL H T • p 1469 HUMBOLDT ROAD 7 COUNTY CENTER DRIVE 747 ELLIOTT ROAD CHICO, CALIFORNIA 95928 OROVILLE, CALIFORNIA 95965 PARADISE, CALIFORNIA 95969 (916)891-2727 . (916) 538.7281 Q) . (916) 872-6308 APPLICATION FOR PERMIT TO CONSTRUCT A SEWAGE DISPOSAL SYSTEM Owner's Name 06'0"qAssessor's Parcel Applicant's Name 17��'4 % Phone No. Mailing Address G0rir1� 1. Construction Site 117- :>0 , j �,20 (Street and number or direction and distance to nearest crossroad) `.'�•.�i-'/�,^"`Z'• _ ;•iZ--?fa,\..,,d �, a'.'c^,r;:_� ,t. .,.,..•..,,afire$ - . BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 411 MAIN STREET • P. 0. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (916) 891-2727 TEL: (916) 538-7281 FAX: (916) 895-6512 FAX: (916) 538-2140 Date Issued EXPIRES ONE YEAR FROM DATE OF ISSUANCE Permit Issued to ----------- BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEPTIC SYSTEM INSPECTION CERTIFICATE 1469 HUMBOLDT ROAD 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95928 OROVILLE, CALIFORNIA 95965 Telephone (916) 891-2727 Telephone (916) 538-7281 r k The Sewage Disposal System was inspected at FOR �J/ C rI SEPTIC TANK Size i)t Gallons Material ::��—= um requirements of Butte County Code, Chapter 19. The above dimensions me Additionalleaching area w Remarks: Date: S2 - 778R ( ev. 6/94) LEACHING FIELD Length A 1. feet Width % V – & inches No. of lines I Rock Under Pipe inches uired if experience shows it to be necessary. 1 HEALTH SPECIALIST f I I li 036-510-"014" PERMIT#98-0088 HAYS, Bob Pacific Heights Rd., Oroville Ele for Future L6t Development OFFICE COPY Address MITE -BY --GV�-' Date ELECTRIC,& Meter By, — Dat �' �,-�L� 2i�`s/9� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 1 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT a - oo k k ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER W171 71YR TELEPHONE IM -947n SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS T CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTR � j.�WNf NDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHRECT OR ENGINEER UCS.NSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS PACIFIC NRIGM MAD, OROVILLE Energy Plan Checking Fee $ $ +' PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP I I: PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE !i SF ❑ Duplex ❑ Mobilehome ❑ Other SHOPt 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 —0 Describe Work: EVZ FOR FIMJRE IAT 0F, Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon oa. S 23.OG - • LICENSED CONTRACTOR'S DECLARATION ' I hereby affirm under penalty of perjury that I am licensed under provision of Chapter i , 7 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: j FI, 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 To 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR AD DNS. ( 8 ACC. BLDS. SO 3.5¢FT. NEW CONST. MULTI.OUTLET NON"RESID. CIRCUITS 97.50 APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I:50 Ex. Occup. OUTLEEDTs REESSID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSP3•00 PERMIT FEE $ 4 el An WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My .workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT _ Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 +.- el X ��Date :/ - 'Q_ Si nafure of Applicant - ❑'rOwner ❑ Contractor ❑ 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 $ occ CONST. TYPE 66.000 TOTAL FEE $ =A.. FEES IMP FLOOD COF PARCEL I PD I HD ISSIJf V/ This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have % By fief"'r L/ "" 'e / PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 1- ;( ) '' 1 l Date ReceiptNo. G. -J1-). WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • _ COUNTY QF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 _00PE IT o. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATItK OWNERS MAILING ADDRESS 69 COITNIRY31TFW LANE, OROVITLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CO NSTR1J1WND ER LENDER'SMAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER UCENSENO. Filing Fee $ 20.00 Permit Fee $ ARCHITEC R NGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS PACIFIC HEIGHTS ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOTNO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 13 Other SHOP 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 7 Describe Work: ELEC MR FIITIIRR LOT DEVELOPMENT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 "00OR LESS Main Service 200A V.LESS 23.0 3.00 LICENSED COIJTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) cf Division 3 of the Business and Professions Code, and my license is in full force and elect. License Class _Ic. No. OWNER -B JILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: T�I, as owner of the property, or nV employees with wages as their sole compensation, will do the work, and the stru�ture 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 I hereby affirm under penalty of perpry one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided br 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 theperformance 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.) W. `-I certify that in the performance of the work for which this permit is issued, I shall not employ any person in ary 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 ��f—T�d Date �_' ..�— Si na ure of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required or excava-ions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( sT, NEW CONST. _ULTI.OUTLET NON-RESID. ANC cl c @7.50 POwELR APPARATUS d SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 (9 1.00 BAIL @ .50 Ex. Occup, OUTLETS RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSP 23.00 PERMIT FEE $ rr- MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PO HD ISS 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 A Date /� 7 PERMIT EXPIRES ON pge Receipt No. 231550 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' t 4Y r � R COUNTY OF-BUT7E DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 11a US ASSESSOR PARCEL Proposed Buildmg Use: _ Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing an or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, agned by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details ami layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Nor -Heated and A/C Buildings. ---------- ----------------------------------------------- 0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data aad installation instructions including Tie Down Specifications -------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of F orestry plan approval/fees. --------------------------------------------------------- Ij 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 1.5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑"16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ' ❑ 17 tPlanning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ J croachment Permit for drivgway (construction approval prior to occupancy). ---------------------------- -inspection for required. Request to Building Inspector on (Date) . 21. Contractor's license information. (Number, Name Style, Classification). ----------------------=-------- El22. workers' Compensation carrier rand policy number.---------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- `' ❑25. Recorded copy of Agricultural Acknowledgment Statement.--Z--------------------------------------------- 026. -------------------------------------------- ❑26. Letter of intent on building ase. ------------------------------------- --------------------------------------------- ❑27. Manufactured Home utilityclearance------------------------------ r ❑28. Existing violations and/or expired permits. ----------------------------------------y------------------------------ 029. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you If the pQermitt,, process as follows ❑ Mail to owner, ail to co /actor. XTelephone JrcJ ' / �� and hold for pickup at UrQ V ►t�(Loffice. ❑ Deliver with inspector. 4/G Applicant:4� Date: 2 U 0 Copy'of Haz-Mat form sent ❑ Headth Department, ❑ Fire Department, ❑ Air Pollution D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was ad%ased of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was ad%ased 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 ad%ased 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 ❑ flan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Dev:lopment Services, Building Division. PRE -INSPECTION OWNER: ) G1 DATE ` �e19e, LOCATION: Cc C T1, C A.P. CONTRACTOR: m C y" ZONING PRE -INSPECTION ,FOR: J aIcs of ri' C •-V D /' - •4 J f a r DATE TO INSPECTOR PERMIT HISTORY: V NONE AS FOLLOWS: TYPE OF OCCUPANCY FIELD - INFORMATION BUILDING USAGE: lVn 9 TENNANT: OCCUPIED D HAS ELECTRIC Q HAS GAS E]HAS SANITATION FACILITIES [� HEATED -COOLED PERSON CONTACTED. - (� Oct o s OTHER COMMENTS: ACTION RECOMMENDED: ISSUE HOLD FOR OTHER: t BY [6,ho"- - DATE l' COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. 3ev.12/96) APPLICATION AND PERMIT ASSESS75 MSER �ZONING BUILDING PERMIT OWNER Ne, TELEPHONE SO, -FI', OCC. BUILDING VALUATION OWNER NO RES9 ���� COMRAQOR'S NAME TELEPHONE CONTRACTOR'S MAUNO ADDRESS 19 W 1.00 SAL a .w CONSTRUCTIQN LENDER L/Q i It P Total Valuation is LENDER'S MAILING ADDRESS 23.00 ARCHffECT 0 INEER S LICENSE NO. VVI $ 10-1,6 ARCHfTECT OR ENGINEER'S MAUNG ADDRESS $ &JILDwGADDRESS C S LOT NO. SUBONISION'SNAME PERMIT FEE PARCEL MAP USEOFSTRUCTURE PLUMBING PERMIT SF ❑ Duplex ❑ Mobilehome ❑ Other L`%1 Fling Fee 20.00 Each re u=v TYPEOF WORK Solar or heat pump water heater New ❑ Addition ❑ Remodel ❑ Utilitiesh ❑ Other ❑ 5tion Describe Work; 1� ©i / 1> f LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury tttiat 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 s not intended or offered for sale. ❑ I, as owner of the property, am exrausively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 gave 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 his 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 lees) ❑ 1 certify that in the performance of tha work for which this permit is issued, I shall become not employ any person in any mainer so as to me subject .to workers' compensation laws of California, and agree that if 1 should become subject .to the workers' compensation provisions zf section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ C=mtractor ❑ Agent An 08HA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height ReceiptNo. R'S ( ) WHITE-D.O.S.•B.O. C�'AANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT rueplace 19 W 1.00 SAL a .w Ex. Occup. FIXED APPLNS. OR oLmETs REsio. EA Total Valuation is Temporary Service 23.00 Filing Fee S 20.00 Permit Fee $ 10-1,6 Plan Checking Fee $ MECHANICAL PERMIT Energy Plan Checking Fee $ S PERMIT FEE S PLUMBING PERMIT Fling Fee 20.00 Each re - Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I GI W CD�20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 eoov oa LEss Main Service toOA OR LESS 23.00 J,3 Q Main Service ( 200A To I000A ) 46.00 .50 Ex. Occup. OVr ET OR FWrU RES 19 W 1.00 SAL a .w Ex. Occup. FIXED APPLNS. OR oLmETs REsio. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc Wirin 23.00 61; d 10-1,6 PERMIT FEE _66.6 MECHANICAL PERMIT Fling Fee 20. Heating Hood I 1 6.50 1 1 PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee S Occ CONST. TYPE TOTAL FEE $ - - 6. NAZ. 10. FEES I IMP I FLOOD I COF I PARCEL I PO ND 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 PERMIT EXPIRES ON 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 major labor and materials for construction of the proposed property improvement: YESJ� NO 0 2. I HAVE ❑ HAVE NOT signed an application for a building permit for the proposed work. 3.- I have contracted with the fo owing -person (firm) to provide the proposed construction: NAME--, yr -/1(11 r n4S - --- ADDRESS: (A -M l_U1:1 t_ ) 14 CITY:__( )M) ((V PHONE:NTCTOR'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: PHONE: CITY: 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: PROPERTYO SOCIAL SECURITY UMBER: DATE:_b 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. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- 1 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 patty 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 pur benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including 'state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification's 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. i rely, ��1 Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12./96) APPLICATION AND PERMIT ASSESS75AP,r suhn7, ZONING BUILDING PERMIT OWNER144 TELEPHONE c SO, FT OCC. BUILDING VALUATION OWNER hTNG DRESS COMM OR'S NAME C_ r - TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTI N LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT O INEEA N LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee S BUILDING ADDRESS �S Gt�I �� L Energy Plan Checking Fee S S PERMIT FEE S IDT No. 9UBONLS ION9 NAME r? PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Or. -her Each rap .07U Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel O UbWes In Dation O Other O Describe Work: �_ m e Each as water heater or vent 15.00 Gas piping system 1 - 5 outlete 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 00°� OR LESS 200A OR LESS 23.00 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION 1 herebyaffirm under ane of perjury :hat I em exempt from the Contractors License P nY P 1 ry P Law for the following reason: ❑ I, as owner of the property, or my ern ployees 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. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPESISATION DECLARATION 1 hereby affirm under penalty of perjury ane of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for ty 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 insuraice 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 lass.) ❑ 1 certify that in the performance of he work for which this permit is issued, I shall not employ any person in any rrmnner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shell forthwith comply with those proviskms• X _ Date _ Signature of Applicant - ❑ Owner O Contractor ❑ Agent An OSHA permit is required for excavation: over 5'0' deep and demolition or construction of structures over 3 stories in height Main Service 200A TO 1000A 46.00 NEW CONST. DVypyO.q pr,CUP. so OR oHs ( NEW MULTI-OUTLETa�93..5¢FT: NON-RESID,BPANCH CIRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIA. 200 Ex. Occup. OUTLET ORFIXTURES &kLL0 .w Ex. Occup. MD APPS' oR ourLETs .M.. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc,,Wiring 23.00 Mr e-_ tA oD PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. p FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ro ReceiptNo. WHITE-O.D.S.-B.D. NARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT LAND DEVELOPMENT BUILDING / ENVIRONM I rAL HEALTH - PERMIT CLEARANCE Building PeimitNo. OWNERS A. P. NAME74,us /c ) NUMBER: PRINT LAST NAM& IRST 11 _ ADDRESS/ LOCATION: exC, l //"''/ C, COUNTY ZONING % l 41-r68 / DESIGNATION: ,< / FLOOD ZONE:� FLOOD MAP: 7`ap d 8 APPROVED: C-ONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP / /I _ DEED. INFORMATION: 2-71, A3185 DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: - YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMM EN TS/CON D ITIO N S: MAP INFORMATION: LEGAL ACCESS REQUIRED: YES' NO YES NO DATE OF RECORDING ��''.� / % %. LOT ` BOOK PAGE r. COMPLIANCE WITH OLD SUBDINP,ISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ✓' NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH' APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERMSE NOTED. V 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in tie amount of $ to Battalion Number of the Butte County Fire Department. — 7. Meet the Fire Safe Regula -ions of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 1 'AD, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. V _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the PAwy9bg Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions. of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22.. 23. 24. _ 25. 26. 'Ala iNRM013A30 0NY1 311f18 30 AlNf100 RM8QA W a3AI3,13H LD 5197 BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: Phone Number: Other Comments: Inspector must draw a plot plan with all building locations: Additional comments from Inspector: 2- tab 036-510-014 PERMIT#98-0088 HAYS, Bob Pacific Heights Rd., Oroville Ele for Future Lot Development I 11 V 1 I IV 1 VV1.Vt%1 •V1. w a- 11-w • v.• v .•��. .. DIMENSIONS. I.E.'ACTUAL LENGTH AND WIDTH OF UNIT, CHASSIS SPACING AND RIDGE BEAM SUPPORT LOCATIONS WHERE APPLICABLE BEFORE CONSTRUCTING FOUNDATION. r' r ;WINO LOAD .0 SEISMIC ZONE. -j- . 2• THE TIE GOWN STRAPS MUST MEET. FEDERAL SPECIFICATION Q Q -S=781 H FOR TYPE I.:CLASS CLASS 8 GRADE I STRAPPING u 19T� r AND 8E AT LEAST 11/4M x.0350 HOT DIP "GAL% STEEL, OF Ct►U a 3. MIN. DISTANCE FROM THE GROUND TO CHASSIS ''IS`12" AND 18" THE DMVOM OF THE F=R JOIST. !i 4. 7fi».1 T MptA.. "htw/ IM ewe Int.ww 'ANCHORING EQUIPMENT SHALL `$E CAPABLE OF MIN. 1. - '""'"`"•�" `! ALLOWABLE WORKING LOADS OF 3150 LBS. -.AND ! 1M rt t�n,7 M.� /M1.►+end Le..�ll i.we =,n;.. -;.:. �...�. r+.I ItLr twl.w* ►wAq CAPABLE OF WILTHSTANDING A 50% OVERLOAD Y shows 111 �1►�n1. yN �.IN11 N M.AN hold. - -- WITHOUT FAILURE. ' ' 1 Mtn»wd..M;ttn�Mpsletwtv�tlf' ` ltttet antl 4 A Lellt. It M IwIPWISM t. � • • • ewe ww "A r+ct iwl "IsNo.CE LVV/ aplta' z 9 DIMENSIONS, I.E. ACTUAL LENGTH AND WIDTH OF UNIT, CHASSIS SPACING AND RIDGE BEAM SUPPORT LOCATIONS "WHERE APPLICABLE BEFORE CONSTRUCTING FOUNDATION. r e• - WIND LOAD017 1 «C:� l'S� J SEISMIC ZONE 0.1 91 a + ,39p �? 2. THE TIE DOWN STRAPS MUST MEET FEDERAL SPECIFICATION EXpkLI-1201 0 0 - S-781 H FOR TYPE 1 f CLASS B, 'GRADE 1 STRAPPING s CIV1� %9/ r AND BE AT LEAST 11/4M x,035M HOT DIP GAIN. STEELe f pF Ct►L��O r' 3. MIN. DISTANCE FROM THE GROUtv'D T4 CHASSIS I5 12" AND 18" TO THE Barl!OM Or TIM r=R JOIST. . t+ f +rk„1,►.r*,,,, w..�,,, ",.vs,, 4* ANCHORING EQUIPMENT SHALL BE CAPABLE OF MIN. ►w►""`"..". ALLOWABLE WORKING WADS OF 3150 LBS. AND !. W.e Meat {."1 v1t.�Kro' M.rv1 ive"v + eA...�� ►w►M . CAPABLE OF WILTHSTANDING A 50% OVERLOAD G«f a v" +0101 heed. WITHOUT FAILURE. t MtynexA..��Ne�►1.►�eUM.vvwst •. . '% > x Fwv n"t the qh ►KIM. H M w�.nme a I �� AIM C r� i