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Home My WebLink About041-300-0679 • n 4 ]`--JLO ,7 92-2024BPEM NICKEL; & Cindy, %j of Go 6- 90 Big 0 Rd, Orovi'lle u L-0 contr: Murray Co new s f 041-30-0-067 -93-1006 BPEN NICKEL, i�OWELL & CINDY 90 BIG 0 11 OROVILLE NEW SF ��na �I�IG� 041-30- 67 93-1007 BPEM NICKEL, WELL & CINDY NEW 1 0 0 OWE LL KE 'I IC L' 0 90 BIG 0 RD, OROVILLE POOLH USE 0_0 041-300-067 94-0754B,E C LOW NI--HOLS,.LOWELL & CINDY 90 BIG O---R-D., OROVILLE CONT: HOLIDAY POOLS NEW -PRI. SWIMMING POOL IbO -��o q s mhm I�D� N a vrvfi ��d cl V=OK O = Not OK Not = Not Ready lila MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Locatlon-Teat-Fell-C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS " Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Connectore-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftre -Connectors Shthg: Rfg: Bracing a 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/initials POO Plans OK except #'s Setba ks=Easements o ; Compaction -Structure Stability ool Structure; Steel- ctiona-Thickne-ss / Dead Men-Liningy3b-1-411,..E r 4. Elec.; Receptacles and Lighting, Dia ces-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosurea; fiduit Entries -Terminals -Listed 7. Ele Bondi ; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosu res -Pane I boa rds- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test F", V=OK O = Not OK - = Not AMlichble RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'a 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -teat 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except M's 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Neil Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except M's 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except p's 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors i 46. Cing. Joist-Rftr. ties -Puri In -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access f 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows 1 I i Date/Initials FINAL (Plans) OK except 1f's I 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting J 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. • Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails I 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. I 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yea 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; I Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg -Appliance-Fireplace -Clearance to I 84. Water Well; Disconnect, Electrical, Plumbing I 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection I 88. Corrections from Previous Inspections j 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 ` 7 County Center Drive, Oroville, CA - (916) 538=7541 747 Elliott Road, Paradise, CA - (916) 872;6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,y Date = Inspector,8g�K— REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ay$ 747 Elliott Road, Paradise, CA - (916) 872-6307 r= CORRECTION NOTICE �r ;3 OWNER PERMIT Nb. A routine inspection indicates that the following violations of Butte County Ordinances exist at ., the above address and should be corrected. Please notify this office.when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 'S please please contact this office immediately. V, 62-._ Date 7 `l- Inspector REV 10T/2 r '.1 z -:r to 5 Date 7 `l- Inspector REV 10T/2 Eutte County BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 538-2140 Holiday Pools May 16, 1995 1170 E. Lassen Ave. Chico, CA 95926 RE: Building Permit # 94-0754 Expiration Date: 6/28/95 A. P. # 041-300-067 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [xx] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of.r.the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to -renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning. this matter, please contact the Oroville office. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments t cc: Lowell & Cindy Nickel, PO Box 1268, Oroville, CA 95965 Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 Cs 20 December 1995 James R. Dougherty Holiday Pools 1170 Lassen Avenue Chico, CA 95973 County LAND GF 111A T URAL W E A L T H AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 RE: Pool Barrier Requirements Jeff & Cath Kragel Lowell & Cindy Nickel 1985 Durango Way, Chico 90 Big O Road, Oroville BP # 94-0803 BP# 94-0754 Dear Mr. Dougherty, The State of California, Housing and Community Development Department adopted emergency regulations which mandated residential single family pool barriers on February 1, 1994. They failed to gain permanent approval from the California Building Standards Commission (CBSC) after an extension to the emergency regulation had been granted. The emergency regulations dissolved on September 29, 1994. Generally, building permits must comply with those regulations in effect at time of application, and regulations which were mandated by emergency methods usually are approved and become law prior to their sunset date. The situation with pool barriers is unique regarding the reversal of regulatory requirements. In light of HCD's failure to gain approval from CBSC and sunset of the pool barrier requirements, I find it unsatisfactory to impose regulations which are more restrictive than regulations currently in effect by state mandate without the adoption of a local ordinance. Therefore, on those pools referenced above, the pool barrier regulations will not be required. Sincerely, 0 C. Vieira, C.B.O. Building Inspection r � I HOLIDRY �i POOLS 00l1N7Y OF BUTTE BUILDING DEPT D E C 19 1995 December 19, 1995 Butte County Building Department 7 County Center- Drive Orovi-Tle, CA 95965=3397 Attention: Michael C. Vieira, C.B.O. Dear Michael: I have two pools that have not been finaled that were built during last year's barrier change. Since the barrier law has been reversed, I would like to final the pools under the current law. The two jobs are: 1. Lowell and Cindy Nickel 30- Permit #94-0754 90 Big 0 Road, Oroville 1 y 2. Jeff and Cathy Kragel Permit #94-0803 1985 Durango Way, Chico Thank you for your consideration of.this matter. Sincerely, James R.,Doughe , JRD:dkb Licensed Contractor TELEPHONE FAX License No. 532127-0532 1170 EAST LASSEN AVENUE • CHICO, CALIFORNIA 95973 (916) 343-8245 (916) 343-8246 apo, . e t -i":�dMe.)90 fri9m71ba9d prirbi rub �' luoD at 'A 9Jr70 ,elri93 Ytr7t!G.1 C F'£6-ede,3t A g i vc, su .0..8. 0 .r,trery f9>3r�arM iorIrig IfA (es. i:jr _ +eeQ �nr'tub ttrud 5"t 9w fbitt befr3ntt r9er) Jol svis ri Iafit ooa ow 9,/B r, r.99d abri wb f ~s r l'thd eri f don r2 .94,,rterio 79 i t -i87 a' , f,9%� far; f Ur" tn9+ 9V9'r .-,r actor awl SIT t E m-t..aq q ( ' r 4c.' 1O --hoc, 0 p 13 L,p L080-;�@# l im eq YsW Opnh"11,.1 ase t . tyt+.sm 2rrtl fic n<)r 7s79b: artc�� ivav tGfi :!off 4'161'T . V I •i Y3"ie'7Nt.00i .q 2wmot, d Ib - Qac Holiday Pools 1170 E. Lassen Ave. Chico, CA 95926 DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: 1916) 538-2140 May 16, 1995 RE: Building Permit # 94-0754 Expiration Date: 6/28/95 A.P. # 041-300-067 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [xx] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville office. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C. Vieira, C.B.O. MCV•ahb Manager, Building Inspection Attachments cc: Lowell & Cindy Nickel, PO Box 1268, Oroville, CA 95965 Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _.�. 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PER 1 APPLICATION AND PERMIT - ) ASSESSOR PARCEL NUMBER 041-300-067 ZONING BUILDING PERMIT OWNER LOWELL & CINDY NICHOLS Mag?',17 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 185 VALLEY CONT 26,000 CONTRACTOR'S NAME HOLIDAY POOLS— TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 258.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 90 "BIG, 0 ROAD, DROVILLE PERMIT FEE $ 301.50 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP 7 — 3 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SWIMMING POOL SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New U Addition ElRemodel ElUtilities 1:1Installation 1:1Other ❑ Describe Work: FROM MASTER #91-506 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( ROOVOR"' ) 23.00 2ODA OR LESS Main Service ( 200A To 1000A ) 46.00 NEW CONST. DWELLING OCCUP. O. S OR ADDNS. ( & ACC. BLDS. ) 3.50 s . CONTRACTORS LICENSE LAW Flare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Cod ��.GGd m 'cense is in full force d effect. License No. vd % Classification (� ' ❑ I, as the owner; or my emp oyees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET .NON-RESID. ( BRANCH CIRCUITS ► @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20 @ 1.00 Ex. Occup.FIXED APPWS. OR ( OUTLETS IRESID.1 EA. ► 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRICAL 30.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less: I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 50.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of gr ' g f Ai ermit. .X 4 Date Si of Applicant ❑ wner ntr ctor ❑ Agent n'� HA permit is required r cavati ns over 5"O" d ep an demolition or co truction of structures ove 3�ss ries ' height. / Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 1.50 HAZ• I D. FEES I IIM`P' FLOOD COF PARCEL PO HD JISSWe 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 D to /Wiv / q PERMIT EXPIRES ON / 2 (Date) y��; Receipt No. %�O/ 3 % a CV WHITE-D.D.S.-B.D. r ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t r TO 44 Building Dopartmultit FROM: Envimnnlalal Hoalth SUBJP—CT: Sanitation Clearance .r . 01 111411 Halt Atl AL,111 Hour 11Iaa Muidi l Seat to HJ)� -3142 7 Owner L ation AP# Plan Approved for: Sewa`-e Disposal Fater Supply: Public. Private Well ear r �edroon) m Ic rr e. Other �0a ,H rG� Hold final for: Final clearance O.K. for: NnTF- L-nvironniLta ealth Specialist 8/92 o / Date .R'-.,: ,..Y '.■V$'Y'k,niti�fiY'r.;!�n., .--ter.-.. �n a, .. F., .-. Y • ..,r �. � , .. . .. , l { ! x COUNTYOF BUTTE DEPARTM'iNTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE,CALIFORNIA95965- TELEPHONE (916)538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use Oio Building Inspector_ A. P. No. D Y -300_ 0G� 96 Date -5el�� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year floog,, �by California Engineer . ...........:: : : : 14. Sanitation and plot plan approval 07vF Health Department. . 15. City of Chico plumbing permit.............0........................... r 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ... -�: 19. Driveway permit (construction approval required prior to occupancy). P4edion request 20. 'Pre -inspection for .• required: t . to Buad[ng rispector (Date) 21. Contractor's license information. (No., Name Style, Classification). . . 22. Certificate of Workmans Compensation.lnsurance. ........... 23. Owner -Builder Verification (Given to owner - Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When y9v issue the permit,rocess as follows: Mail to owner. Mail to contractor. Telephone' 5'3' �LtilS and hold forpickup at office. Deliver with inspector. Other Parcel Creation 3 1� Acreage Applicant Date / Copy of Haz-Mat form sent Health Dept. Fire Dept. C./ Air Pollution to ✓ ✓ Copy of plans sent Health Dept. Fire Dept. Other --- T,- Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Ci Contractor, designer, owner, was advised of above required data by _ phone Contractor, designer, ower, was advised ofvk/required data by _phone Plans checked by Copy _ Sets of plans on hold in Department of Public Works File cabinet AP folder not checked above). mail Counter by mail Counter by Date Date `� 0*@�b_,UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. -APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNS `� TELEPHONE SQ. FT. OCC. BUILDING VALUATION few- Pr CON �< TELEPHONE CON TOP'S MAHIING OR 70 C CC 4 �5L Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 6 �� v Filing Fee $ 20.00 LENDER'S MAILING ADDRESS - Permit Fee $r"$n 50 ARCHITECT OR ENGINEER LICENSE NO, Plan Checking Fee $ 3• ®O Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESSPERMIT FEE $ 3O 10-S6 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W 20.00 TYPE OF ORK New 7 Addition O Remodel O Utilities ❑ Installation O Other O Describe Work: iG/y! Al E� - =66 - PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOGOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. SLOS. ) SO , 3.50 ST. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET 'NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B/20 @ I:00 Ex. Occup ( FIXED APPLNS. OR OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20,00 Misc. Wiring 23,00 bo Z Eli 3 00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O [shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 9"o -00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in anyway acc a against said County in consequence of the granting of this permit. �� X Date Signature of Applicant - O Owner O Contractor Cl Agent---/- An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 351 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON lOerol �63 J0110!:10 Receipt No. CS WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L s' v/+ 00 i KT LINE fJ L�I�-G1 moi' 12Oo V TP.rdiL � PCL �hICGt L 1. �.' • • _ _ ��• � • / � i Butte APPROVED �.• �� qV Bu e C°un metetY /�•� al Health vVA (` r' i jam(, O -T--y a e l Environmentai Health JUN 13 1994 Otavill@. California RESIDENTIAL 041-30-0-067 9.31007 BPEM{ NICKEL, LOWELL & CINDY 90 BIG 0 RD, OROVILLE. JOB FINALED (Date) Signature i 4 V=OK O = Not OK -= Nocable MOBILE HOMES ' =Nott Ready Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs:Connectors Shthg :Rfg :Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness ' Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-PaneIboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UN FLOOR (Plans) OK except #'s W. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.- tg. Depth -Steel-Elec. Grnd.-/ /" Ftg. Depth 4. FA, Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped LXr1liemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Sla ; Steel -Wrapped Piers -Fireplace Ftg.-Steel j ;W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test L5eUF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. ct 'c; Underground enu s'& Ducts; Clearance -Material -Support -Ins. 4. ars-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s 1 Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor-Naii Protection 4APShower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL Permit OK except #'s Fixture & Transformer Clearance -Ins. Protection /_23-'Ifflec. Receptacles Spacing -Lights & Switches at Doors �ize Boxes & No. of Conductors -Stapled VXK'homex Installed Close to Edge of Studs & C.J. (29)Equip. Ground made up w/Meth. Fastners-Bond Gas & Water Z2_2 Appliance Circuts in Kitchen & Conductor Size/GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 2 _or AI -Oven Girc. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Se - round -Main Disconnect 3/Equip. Clearances Panels -Motors -Mach. Equip. 32-Glothes-Closet Light -Shower Light -Spa Light /33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 3 ion & Support 35 Vert ant'1 E -Exhaust `atiove insulation n ansate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air V -115 outlet r3�j. ttic Access & Platform if Furnance in Attic Date/Initials FRAMING Plans OK except #'s e!2!ls; Proper Material & Anchors 40. _Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing . Draft Stop in Walls (ret proof) tops; Furred Ceilings -Stairs -Chases -Tub 441Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) tlarigers-Post Caps -Anchors -Connectors 04 Cing. Joist-Rftr. ties -Purl in -roof Brac-Truss-Shthng.-Rfng. 47_-Fkeplaee-T4es or Type A Flue -Fireplace Throat clearance 46 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles s or Exiting Doors -Sill Hgt. & Dimensions 50 t3arsge-Frre Protection Framing 152: Ext. Doors -One 3'-C - ry, Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection y54 plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. ding -Nailing Veneer $4CI9 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic al Walls; Nailing -Bolts Insulatio al ilings -/ 60. Infiltration -Walls -Windows j Date/Initials FINWPlans) OK except #'s L.Bf' Ext. Steps -Door &Sidelight Protection -Landings f -oke Detector s- earance-Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 1-& Bath Fixtures & Tub Access -Spa L-ft`-Elec. Trim & Subpanel; Breaker Sizes & Labels 16 airs & Rails rances-Hearth LAW-ge-C. Outlets at Wood Panel; Int. & Ext. i . i Appliance; Grnd.-Air Gap -Cooking Clearance eceptacles at Kit. Counter 72. Garage Fire Door: Swing=Landing-Closer 73 A C Duct Garage -Gamper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Jp.610 grAbove Floor -Mach. Protection Plb., Elec. & Mach. Equip. Listed for Location in arage; (G.F.I.)-Romex Protection _tion -Foam -Looked in Attic ❑ Yes 4-16ua�d Rails & Deck Construction -Post Caps cie.-rd-n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes No; Walks ❑ Yes ❑ No; PI ❑ Yes ❑ No 1,8< -Stucco: Brown -Finish A.C. gakt; Disconnect, Electrical, Plumbing 3 nts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to O ings 84"W"t-, Well; Disconnect, Electrical, Plumbing 8 xter'or Elec. Trim; G.F.I. Receptacle -Underground entilation Throughout House ss Protection erections from Previous Inspections 69. as -Electric .-WaterK-WateLA Sewer Connected -C/O to Grade -HD Approval L-it.-rinergy compliance Certificate -Other Certificates yj • 066 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 74ounty'Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. 9t- i®o r y APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-300-067 ZONING U BUILDING PERMIT / OWNER Lowell &Cindy Nickel TELEPH 532-Oy3E92 SO. FT. OCC. BUILDING VALUATION'' OWNER'S MAILING ADDRESS 185 Valley View Dr., 416 R 22,464.00 98 0 686.00 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 23.150,00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 202.50 ARCHITECT OR ENGINEER Gar Hawkins LICENS C-140 $ 101.25 Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit fee $ 338.75 tt tt 90 Bi 0 Rd. , 0roville PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 20.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 94-31 Water piping 1 7.00 7.00 Each pas water heater or vent 7.00 .7 , 00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Pool House SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 19.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New[ Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Pool House Permit Fee $ 69.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification FlFIXED 1, as the Owner, or my employees with wages as their Sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. ( DWELLING OCCUP.&) 3.6"sq.ft. OR ADONS. ACC. BLDGS. / ' NEW CONSTR. MULTI -OUTLET NO N.RESIO BRANCH CIRCUITS) @ 5.00 (POWER APPARATUS O) SINGLE OUTLET cIR. Ex. OCcU UTLETS OR FIXTURES 20 76 P O AAL. AW APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 29.60 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 17j I shall not employ any person in any manner so as to become subject y� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating 1 1 9-001 9.00 Cooling 1 9,00 9,00 Hood 1 6.501 6,50 Ventilation Permit Fee $39.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai f said County consequenc�of granting of this permit. fi2 X '� Date I �J signature of Applicant - Ownercontractor ❑ Agent ❑ An OSHA permit is required for excaav`ations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height.C� Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 Acg �(/� co T YPE TOTAL FEE $ 516.85 HAZ DF S IMP FLOG CDF PARCEL PD ISSUE This permit is fiereby issued under the applicable provi sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. O UBLIC WORKS By Dag O PERMIT EXPIRES Dat 2� Receipt No. 140498 PC 181.25 � F WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 44 �,^COUN. YOF BUTTE -DEPARTMENT OF DEVEWPMENT SERVICES -BUILDING DIVISION y 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 i PERMIT APPLICATION DATA SHEET OWNER, Qwe// /P" Gam e/ A. P. No. O O� Proposed Building Use Aoo/ 610we Building Inspector Date ?Z11/t/1/y-5 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED By 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy -Design Compliance and supporting documentation . .................. -,7..StaWment of Intent for Non -Heated and A/C Buildings . ...................... ngineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturIer's installation instructions, 2 sets. . _ 10. Fees of $ 3ZJ,1�;�OOr:................................... 0 11. Impact fees as shown on attached schedule. ............................ . 12. California Department of Forestry plan approval/fees..................... . i( �13�rlood elevation letter (100 year flood) by California Engineer.. . (/14. Sanitation and plot plan approval aAcuiY/G Health Department. 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. .............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for P�a"sing Ins �eq�r required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Own er-Builder,Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Whe✓ ,you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 53Z' 039L and hold for pickup at /) /11!�:> office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by 'o �T Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works S ps S r7 %pct p COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. Qaiifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. g3- iav2 -ASSESSOR PARCEL NUMBER 01--66d' 66 ZONI G d1 BUILDING PERMIT OWNER TELEPHONE IALW 91" OWNER'SAILIN MG DDR ESS CONTRACTOR'S NAME I TELEPHONE SO. FT. OCC. BUILDING VALUATION - CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is �3 O LENDER'S MAILING ADDRESS ARCHITECT OR E GINE(ELICENSE NO. 3 Filing Fee $ 15.00 Permit Fee $ O� , $-v�R Plan Checking Fee $ oC ARCHITEr"OR E,N-;NEER'S MAILING ADORESS (h/ 1( O 11 I Energy Plan Checking Fee $ Penalty $ Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 1,20 ,pD Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP _3 Water piping 7.00 -7. 0� Each qas water heater or vent 7.00-7.--& USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other 1006 E"I0 0,5 8 SPECIFY Gas piping system 1 - 5 outlets 5.00 5 Building sewer 15.00 /Cy -03 Mobile Home S I G I W @ 15.00 TYPE OF WORK New NA Addition ❑ Remodel ❑ Uti Iities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ ,Qz) Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F1NON-RESID I am licensed under provisions Of Chapt. 9, Div. 3 of the BU$IneSS and Professions Code and my license IS In full force and effect. License No. Classification 1. as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ i am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO 1000AI 37.50 NEW CONST. ( DWELLING oCCUP"s 3.6asq.ft. ,�Q OR ADDNS. ACC. BLDGS. I/ NEW CONSTRU TI -OUTLET BRANCH CIRC ITS @ 5.00 POWER APPARATUS Q (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 Tod FIXED APPLNS. OR Ex. OCCUp. OUTLETS IRESID.1 EA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ a WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Lt.OO Cooling Hood 6.50 , Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnity and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date 4 ks Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ O� OCC CONST TYPE [) TOTAL FEE $ HAz DFEES IMP I FLOOD I CDP PARCEL PD rD ssuE This permit is hereby issued under the applicable provi- sions of the Butte Count Code and/or resolutions to do Y work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date II p 1q0 219 p 1 oa Receipt No. WNIT -D. r. W., YELLOW-A59E330R, PINK -INSPECTOR. car neuen n.�oor ..... r y= Certificate of Compliance: Residential A I eV SSI! iT Project TKIe GENERAL INFORMATION Total Conditioned Floor Area: V /(0 ft2 Building Type: Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: 2EID! North / East / SOuth-tWes-t- PAII Orientations (Input orientation in degrees cirde one.) Number of Dwelling Units: Floor Construction Type: SI Raised Floo (circle one or both) (Page 1 of 2) CFA R Date — /o©-7 suud�gg Permit #& —10� Plan Check / Date/ Date Field Check / Date Enforcement Agency Use Only BUILDING SHELL INSULATION Construction ssmy onComponent Insulation eb Location/Comments Type R -Value U -Value attic, to garage, typical, etc. / Wall .............. / Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge .... FENESTRATION Shading Devices Fenestration Area Fenestration Interior Exterior Orientation sf Overhang Framing Type LI -Value roller blind, etc. shadescreen, etc. es/no metal/woodNin I Front... ( )� f� 3 Front..... Left....... ( ) Left ....... ( ) Rear..... ( ) Rear..... ( ) Right..... ( ) Right..... �4. Skylight ....... Skylight ... r, THERMAL MASS �j� do y Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches Location/Descrition kitchen, bath, etc. Revised January 1992 _' Certificate of Compliance: Residential (Page 2 of 2) CF -1 R Project TIUe Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Heating Equipment Minimum Type and Distribution Duct or Type (furnace, heat -Efficiency Location Piping Thermostat pump, etc.) (AFUE/HSPF)., (ducts/attic, etc) R Value Type _44/4 Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location heat pump, evap. cooling) (SEER) (attic, etc. WATER HEATING SYSTEMS Water Heater Distribution Number Input Rated'(kWType Type in System or Btu/hr) .CCSX, Z 5� Duct Thermostat Configuration R -Value Tvno /--I:&-----._ . Energy' External Tank Factor or Tank Capacity Recovery Standby' Insulation ---. 1.. For small gas Storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input a 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. DeSlgner r Owner (per Business 3 Professions Code) Documentation Author Title/Finn: i? t. Name: . 5i 5 5 [� ✓. Title/Finn: Address: . tev, l•� .ST _ Address: Telephone: #: Telephone: uc. (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (signature/stamp) (date) Revlsod January 1992 (signature) (date) l Mandatory Measures Checklist:' Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance _ approach used. Items marked with an asterisk (•) may.be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION esurrarng Envelope Measures * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * §1 50(d):. Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(0: Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and InfiltratioNExfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstipped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(): Setback thermostat on all applicable heating systems. §150)): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interiodexterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55OF insulated. S. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have badkdraft or automatic dampers 3. Gravity ventilating systems serving conditioned spacehave either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions; no electric resistance heating and no pilot light 2. System is installed with: a At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light (Exception: Non -electrical cooking appliance with pilot c150 Btumr ) DESIGNER .�W/6p Y=—'s ENFORCEMENT Lighting measures y�5 §150(k): 40 IumensMratt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 '' 1 >�5_ 5 GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing (a) QUALITY SIZE � _ A (SQ.FT.) (b) x v�" (c) x - (d) x = (e) x _ Total North Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL NORTH' TOTAL`BLDG CONVERSION TOTAL GLAZING FLOOR AREA FACTOR NORTH GLAZING x 100 SQ FT. SQ.m' 3-7 South Glazing East Glazing QUANTITY SIZE (a) Z x - 3' EO = AREA (SQ.FT.) 30 (b) x x _ (c) x x (d) x x =: (e) x = x _ --- ..:Total South Glazing = (SQ -FT-) (SQ.FT.) (a4b+c+d+e) (a+b+c+d+e) TOTAL TOTAL SOUTH .TOTAL BLDG CONVERSION TOTAL GLAZING :,FLOOR AREA FACTOR SOUTH GLAZING EAST GLAZING x 100 7� Z SQ—'FT. SQ. = SQ.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE AREA mm.) (a) x = (b) x = (c) x = Total Skylights _ (SQ—FT.) (a+b+c) TOTAL .SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA X SQ.FT. SQ.FT. CONVERSION TOTAL FACTOR SKYLIGHT GLAZING 100 = % AoR M 8 3-6 East Glazing WEST QUANTITY� E � = x ' (a) � � AREA (SQ.FT.) (b) x _ 77W (c) x -- (d) x =: ----- (e) x _ --- Total East Glazing (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL GLAZING FLOOR AREA FACTOR EAST GLAZING • x 100 SQ.FT. SQ.FT. 3-8 West Glazing (a) x QUANTITY SIZE _ AREA, (SQ.FT.) (b) x = _� (c) x (d) x _ (e) x _ Total West Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG GLAZING FLOOR AREA // _ 77W SQ.FT. x SQ.FT. CONVERSION TOTAL % FACTOR WEST //GLAZING 100 OWNER PERMIT -.NO. �j.a ��' ail •� a,• a ! i ! 7/83 j {O'l INGHL�� I � .11o ,25 41Lo .5 y8 �_ .' 3 • logo � fl,EZ4 MA L ONKLESS GAS WATER HEATERS . � • u o ,. r.. right simd Tankless For., y job... ;nt �'-CNC/ 1 r1(lh r-. •T7 '`ldirt :'!ilr L'. i. '.i!'. �Nr- LA! !/h'; l Al 1 _; ` 1_;l t ),+'j IR )11-4,47, , t 'A. UV,=1,`;`�'F.' ,,•'r <r ��ry�iln',],Jl�rivl:``: j`ri_!rr:-!:. i1i ..fil.ri rVr�,_'�1j - - L. � _' ""-"- - - .��, iir:rrtr ;._.- n;-•.r.-fi:fl:frf._. :ri,..f), rirr)�11 - - '�';. �'—_:;d24ij �4 / Vl�'.ii='t c77 t'hr-.' "?ir=•'�rSC• liirri iifr�iilL`C. _ `'�„Y.;•'x: �:. 'v=� ti, f, L '' 1 76' iaiQ!',' :. !71. C;1 _ iris Ii?t:i:j •.� 1 - - - - - 01, ';.^'til%?ci?nv!?r1- . _ -.:ra �•vht_r; I_irr-7_- ��rrin7a '�J;i or ”. slim".;• is 'qr :rt%f i- _aah Vin.^. trvorl hi _�• an (I r yr c ':�. F;'�.,ir .� + •�:r"e gym, ��F ;M..i fi'{ .•i �y.. .� �I,. .�; �--.. `i'_, % _ NEVE S pU 'pF HOT,WATEW . UTS ENERGY AG BY'A CM AS 6/p , I IV APR 14 193 03:45PM SLAKEY BROS CHICO 04 P.2 FEATURING., • BAKED EPDXYCHIPAND SCRATCH RESISWFINISH • SOLID COPPER HEATEXCHANGER ! STAINLESS STEEL BURNER!' • 78;80% EFFICIENCY a USER ADJUSTABLE TEMPERATURE THERMOSTATIC CONTROL • POWER VENT OPTIONAVAILABLE • • AVAILABLE IN NATURAL OR LP GAS • SAFETY THERMOCOUPLE AND OVER HEAT SHUT OFF • r--, • BUILT IN MANUAL CAS VALVE • ml . Unlike the ordinary thtow-a•way design storage tank, the AquaStar is built to last a lifetime. AM water parts are solid copper or solid brass. State of the art denlnn ma pt AquaStar tankless heaters can be used In a variety of applications, Multiple AquaStars can be plumbed together orAquaStara can be used In conjunction with a atom a tank to deliver larger volumes. AquaStaris the perfect choke of home owners, indushlal and commercial Afft users who are looking for convenience, qV space, energy savings and reliability. AA.d°n, GrANed.uon Aqua -- �• -- — - Star the top ratedtankless on the market. MODEL 8'86AIESkEATER6:AlIAqua9tatMOQ9�9tam�Nr}blowOhfleD.�l3� aeon,>r�aapiae>otQ�mm.Haden'S"tothrlmomiruangerwne,+ordertne. fPEmNQ N: In I70 10 1*80 Power Biu Input BAN 10IN00 250 b 1561000 I&MM &Ily orale 26A00 m 17,600 "lP on Pfwure II" YRG 11° 8 minimum 10" W4 minimum "Niturel Gaa Pnsaure 7° WG 7" 11 minimum 5"n minimum i1ewo Do 176 plwhow In plt4nalt M 90° water bmpenUrte rfle 78 pifthoui Gilbni Per minim IIO°F ismµ Alii i103OFY 601 Tema Bite plliv 70°F temp Bisfl pp2 v N'FbrcAIR 45°f)' 5.3 GPM 4A0 CPM 3.77 GPM LIS GPM 3.8 GPM 3.25 GPM US GPM 2.110PM 21 GPM 1180 GPM 467 GPM 1.30 GPM Miwnum Maw b Sainte Bwaers III GPM 11 GPM fl PM YeOt Sita 6" 1" 51, watir anal na V NPt Thread Male M" Sweat tAPM N" Sweat tapper GU rAMeOt0 41, NPT 7h W M110 %"Thread V Thraed Minimum Rger 11mure ISO 16 Pi 16 psi Miaimum Wabr PUM 160 psi 60 150 PM 1wimah0h 96yua221i"i1JN" 27q"11I"afi" 2114"i12"a911" met WAt 660a 17 k 26 h ' W ' ht 7 I!x eJ Ga 321h ++ate ssf wEt t�lo6MtuAE. ^ea Assainm e+uaum aawEA taut rw �aurm ammruir wan, rmut w uwrtw w�, traseraauaea, AVAILABLE AT SPIEIRMI to t0 aUw The lightweight and compact design mounts easily on the wall. COMMERCIAL APPLICATIONS: U Commercial appikations requiring higgh1empera. tures andhightrolumesofheatedwater, thacapab1 it exists to produce a maximum temperature of 180° at 2 gallons per minute or 4.5 gallons per minute at 115°F. RESIDENTIAL: Residential needs are also met where larger volumes are required. For example, the Model 770 can fill a 100 gallon Whirlpool In less than 20 minutes and still supplyan endless quantity of hot water for an, C. other household uses. ENERGY SAVING: AquaStar tankless water heaters operate differently than conventional tank type water heaters. Energy savings up to 50910 arerealized due to the elimination of the need to store any hot water at all. AquaStor will deliver a continuous flow of hot water at a given temperature within the Now rate speciflcadons (see specification chart). CHOOSING: Itis importtantto choose the fight AqueStermodel for your application. lbrikless water heaters if sized correctly will do the job effectively and efficiently for many years to come It you needhelp In choosing the night model or have questions about Installation or sizing, ask your loceldeaterorcall CLS; 000842.3111 0024*44313 within Wtmontj .......Ywm here to hey Fig CONTROLLED ENERGY CARP FIDDLER'S GREEN MMIFIELC, VT t7 m 808496"4498.800042011 6 FAX 802 4864M � I .' Point System Summary: Climate Zone D.��TIN �O � /� _ ••Y V � � / Iw. nwv y Date BUILDING DATA Condition ea �l60 Number of Stories Slab/ aised Floor Check all applicable Unit Type condition(s): [q00S'1ngle Family Detached (SFD) [ ] Addition Alone [ I Single Family Attached (SFA) [ ] Existing Building [ ] Mufti -Family. (MF) [ j Existing -Plus -Addition SCORE CARD P -2R Measures Fenestration. Area. Ceiling insulation North 2. East -eg�e_> R -value or �• p South West Raised Floor Insulation R -value or Skylight . Slab Edge Insulation Total U-value S. Measures A. Ceiling insulation or 2. Wall insulation -eg�e_> R -value or U -value Raised Floor Insulation R -value or U -value 4. Slab Edge Insulation ----7 R-value. U-value S. Infiltration or R -value F2 factor Any Ducts in Unconditioned Space? N) 6. Fenestration Heat Loss I213,4— 7. Fenestration Heat G t TYpe U -value Total %Fenestration an Fenestration SCShade open Eff. % Fenes. North /. X . 77 - . 7-7 East DC7 x . ' South 7, Z.- X _ West x _ --yZ=— Skylight X Overhangs? ( Y / N ) 8. Interior Thermal Mass 9. Exterior Wall Mass 10. Heating System 11.. Cooling System 12. Water Heating System 1 Heater Type - System 2' Heater Type Forth Revised January 1992 or px used Slab Int Mass/CFA Ext Wall Mass 72 X AFUE or HSPF X SEER Energy Factor Energy Factor , 8t). - Duc t Efficiency Ob Duct Efficiency /e/ Z. Ext Ins. -R-value Ext Ins. R -value Shade Eff. Ratio �o 6.3% Effective AFUE or HSPF Effective SEER Auxiliary Input Auxiliary Input Point Scores 0 Zonal Control Adjustment Zonal Control Adjustment Dis-- thbuUo Distribution Point Total.- Point otal.Point Goal: RESIDENTIAL PLAN,CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) p 1 Bldg. Permit !� 100(p q� 07 IV f OWNER (,jL,PL_ A. P. # 41Zf)-&'7 GENERAL Plan Checker K on' requirements: (sideyards and number of permitted living units). 11 ��afton. t 3. lans signed by designer. Proper description of work on application. 5. L4sting violations on property. ( Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Ree4 ded notice of violation. i PLOT PLAN mplete parcel size and dimensions. ,etbacks, sideyards, easements, etc. all Ot r buildings or structures. 4 "` g, fills, drainage . • 5 lood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and.foundations W: L <7-.--7AU-& -FAS road setback. Etiil or utilities across lot lines (Record form). FLOOR PLAN ..T C eteyto scale plan with dimensions. Required 'windows 'for dight and ven.tila'tion, (Sec: 1205)'. quired`windows'•for second exit (Sec. 1204).:; �ylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406).• �/ aired room sizes, ceiling heights (Sec. 1207). s•in baths,arage',ikitchen, and exterior,outlets�'(Article'210-8). ight fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical--equipment.-- 0 c ions of water'heater, heating and -cooling equipment, other electrical FGs equipment. e firewall, door size, and closer (Sec. 503(d)(3)). '0" exterior exit door (sec. 3304 (f). lace and wood stove location, alcoves, and clearance. detectors (Sec. 1210). ing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS A< Standard bracing or engineered design (Table 25V) -2--_UWu1su 1 shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three civ building requiring engineered calculations and plans. , oundation plan complete enough to construct building. P5?;TD Q. COQ �� 2M %ss Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough•to-."construr-t_building ^oof construction details complete enough to construct building -oW-N0cL1r4 A !--= �fter ties or bearing ridge beam. rage door or porch header sizes. 1 Stud heights. � A obe ls_- special foundation design. 1 R fining walls requiring design. 1k -special Inspection required. �j I C E� L— 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT TOR 1. Staff y details: landings, rise and run, head clearance, handrails c. 3306). c 3kG rail details (Sec. 1711 & 3306(j). or stone veneer (Chapter 30). 4. ter or plaster - weep screeds (Sec. 4706). • oper roof pitch for roof convering (Chapter 32). 6V Roof covering type - (fire hazard). insulation - protection. 8(--36t halls and stairways. ving area over garage - complete 1 -hour separation required on garage side inc su orting walls and posts, etc. x on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. At access and ventilation (Sec. 3205). 12 aderfloor access and ventilation (Sec. 2516). 1 Combustion air for fuel burning appliances - L.P.G. requirements. 14.Oise ui.rements on duplexes. 1 gy design. 1 . Flashing at all exterior openings. rr7- re nsible area requirements. -muss 6C,T i o Q S �a�aY� ,�7i�g-cry �D 72) D e -TW L. . �'ALLC70 ER.1C 1. SENO l0-��-43 C�- 4 a ar�2 OC 47! i!klD —reU S S r" 1p-�Pjo P— .t S d� � v c. v � T- .7 G)- -TA. I LS OaV-22)l PERIOR. ireplace Company• You won't find a more realistic looking, large sized factory -built fireplace than our Traditional Masonry (TM -4500) fireplace. In fact, Superior's TM is one of the biggest zero clearance fireplaces in the industry. With its rugged refractory interior, massive screen open- ing and stylish design, our TM easily provides the custom-built masonry look that most homeowners desire. Superior's TM gives builders what they want, too. Including all the cost-saving advantages of factory -built zero clearance construction. Of course, just because the TM isn't custom-built, doesn't mean you can't customize it. You can add exciting optional accessories like ALL - GLASS'" Bi -Fold brass -trimmed doors. Decorator polished brass Twin -Pane doors. Or even an easy -to -install outside combustion air kit. Available in one large size, the TM has a screen opening width of 45, an opening height of 29" and an opening depth of 24:' With big, beautiful features like these, the Traditional Masonry fireplace makes a grand opening in every home. Complete, one piece chimney Firestop spacer—secures .. chimney in ceiling or •• between floors. K � 41 All -metal Thru-Flow (10") I? chimney system. Easy "---I I to install, no tools required; snaps I I together. Minimum clearance to combustible materials. Frame with a wood right up AITI to fireplace. Optional outside I I j j ' _ air lit. II I Easy gas line I I I ISI fel I access with acces- sible knockout. �I III 11 I I I Realistic refrac- I I tory interior. III � Standard mi safety strip. Distributed by: PM 092608 REV. C 1/89 Optional glass doors available, your choice of finishes and styles. Storm collar. Roof flashing. Smooth exterior front face. Special narrow side face construc- tion for easy installation. Energy saving damper, with positive seal. Construction anchors secure fireplace to floor. Standard fuel grate. Front 1S" n Hearth extension— secure to platform or floor. No special foundation required. Left Side 66 -As' )17112Z 471/8" Right Side 3/4" !131/4' 8 M M m 661/ie" 471/8" C33 10/" 8 38/4 m5 371/4" Framing Dimensions Model I Width i Height Depth 7'M 500 1 49"28i'A *False Header is 47%" NOTE: Diagrams & illustrations not to scale. Product designs, materials, specifications, colors and prices subject to change or discontinuance without notice. Consult your distributor for local fireplace code information. SUPERIOR The fireplace Company 4325 Artesia Ave., Fullerton, CA 92633, (714) 521-7302 Printed in U.S.A. 01989 by Superior Fireplace Company. Plants in Fullerton, CA; Union City, TN. All Superior wood burning fireplaces include a 25 -year limited warranty and are fisted by nationally recognized listing agencies. 'l+Xi.i'�'� ,-.Mm:t--rnr,.f �rf�f'flit"'-�dl�'M^�"%''1�"?y'^"'r'�li,.1t,{S'�c�'��."�+r►wrv�"".r�w4N�N1�'Wb*�+ft�it�i`,h.*'*!e'� � .K-^.r.�.t.��+. _ �dq.—�o BUTTE COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM (One Form'Per`Building) School District A.P. Number ��-'300 67 Jurisdiction 0 Property Owner Building Department No. City � County ke- Property Location/Address O C] l a Subdivison Lot No. Residential Development 0 . No. of o ing MHI Addition k� Units Commercial/Industrial 0 New Addition Sq. Footage 3% 87 (Group R) Sq. Footage (Including Exterior Roofed Areas) Building DeWment Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. a G yq' B - *1 -t�Yo, . �... School District certifies that (Applicant) (Street Address) (Phone Number) CA (CRY) (State) (Zip has complied with the requirements of Resolution No. () 5 - by payment of $ y :p�' y 0 representing o1 !o square feet. School District Representative Date z' Paid by Check Number Remarks: t Bank Number. Paid by Cash- 'a If, subsequent to the School District,Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees "to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) �r.,�`.`"�^'1"ti«-'»:....._.R}"yYs�"�T'�,..•'-.+M— `^nr:w'�r--'i'�- ^-s„te..r`+�►!r. ��fi�”' ti. A.�m°"K .ili�.hc! L r-•"�`n .... _"," _ ♦s��/fi`gy�` � c ,y �.� .tet-� ,rr-rv_� �. yt',.^'y. BUTTE COUNTY SCHOOLS IMPACT.,FEE CERTIFICATION FORM (One: Form. Per Building) r School District f/ �� F ' ^ ~ Building Department No. A.P. Number A(/-_;00-%,7 ^" Jurisdiction., 0 City / County Property Owner Property Location/Address Subdivison Residential Development 0 �: PO© I � ous e" No. of Ls O � Units m"44' -11 1' i Uint �cE } Commercial/InduI.- Building Department Representative No. 0 Sq. Footagel0 MHI Addition (Group R) 0 New r Addition Sq. Footage (Including Exterior Roofed Areas) Date t (Floor Plans reviewed by School District Personnel) % .f �J District Identification No. :. 018 School District certifies that (Applicant) Qu (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No.by payment of $ yd repres(0enting square feet. C"- School District (L)/,'-1 IQ a rAepresentative f-11- Paid ,: Paid by.'Check Number Bank Number Paid by Cash Date Remarks: "-f zAA' cam' l a- 48 Certification Form, the School District is notified by the applicable Local Planning Agency that this project E is being reviewed under the California Environmental Quality Act (CERA), this.project may be subject to ,additional school school fees to full mitigate its impact on the school district's schools. �'r`9 -- (�u1 `C' --L- 8��" --- ate" �� . �.t�►�c % tie Nhite (applicant), Yellow (building department), Pink (schooPdistr ict) feeformmkl (4/92) STATE OF CALIFORNIA COUNTY OF... 0_, ..............�... .. On this.../. ...........day of... iA'�,Q�................ in the year of 19.1-� before me, the undersigned, a otary Public in anchor s^a�'d State, personally appeared LQWell, .D,, . Nickel.. & . Cynthia Cort.. � 1� anally known to me (or proved on the basis of satisfactory evidence) to be the person(s) whose DOROTHY A. WISE name(s) is/are subscribed to the within instrument and acknowledged to me a �'> COMM. # 973617 z that he/she/they executed the same in his/her/their authorized capacity(ies), Z t `� o Notary Public — California n y signature(s) Z and that b his/her/their si ature(s) on the instrument the person(s), or the BUTTE COUNTY My Comm. Expires SEP 20, 1996 entity upon behalf of which the person(s) acted, executed the instrument. •' WITNESS my hand and official seal. ....................................... Notary Public in and for said Stats. This document is only a general form which may be proper for use in simple transactions and in no way acts, or is intended to act, as a substitute for the advice of an attorney. The printer does not make any warranty, either express or implied, as to the legal validity of any provision or the suitability of these fors in any specific transaction. Cowdery's Form No. 10G — ACKNOWLEDGMENT — All Purpose — ( 1/91) Return to DPW AGRICULTURAL STATEMENT -OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded . prior to issuance of.a building permit... The property described herein is adjacent to land or included within an urea zoned for. agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising 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 agricul- tural zones which have as a priority use for productive 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: APN 041-3.00-067 Parcel 1 as shown on that certain Parcel Map recorded in Book 94 of Maps, at page 31, in the office of the Recorder, County of Butte, State of California, on January 27, 1984. Date: (o S 1 �J 1 PROPERTY OWNERS: /�� l , Ibc')Ut� Cn �� i� I nt'i H 14 C-zJZ i itCCr_C,( State of CA ) On this the day of , 19 before me, the ) SS. undersigned Notary Public, personally appeared County of (b\iTTE ) Present A.P. No. F] Personally known to me. [:] Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. 0 Notary Public �/�3usz OCG l9 10171(43 f. , y�- 300-W17-_ FWSIDENTIA1, . . �oLje�( °1D.�i� DSD, �12�vii(E (5�J,1191 E,�M� �- 16'0 i VIA �/c f �4 F f6( tee �;. OFFICE COPY f'. Address GAS Meter By Dat r ELECTRIC t Meter By �. --- ate =.Y Date f r ELECTRIC Meter By Date oa:6;► V=OK O = Not OK - = Not Applicable Not Ready MOBILE HOMES ' = Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) S. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Nat. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Inep.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rig.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caroorts: Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s RESIDENTIAL (Single & Duplex) -2. EW., Main; Soils-Eler;+rnd.2l P' Ftg. Depth tz'Ft"arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth tg. rches & Decks; Soils -Steel-/ /Ftg. Depth to walls, Main; Steel-Blockouts-Wrapped t ells, Garage; Steel-Blockouts-Wrapped j_,6a-.'Ho!,q.aowns and Special Anchors 7 ab; Steei-Wrapped -Firepiace Ftg.-Steel zW'D.W.V.; Fall -Fitting -Test -2 Wav C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 1 ater Pipe; Test -Anchor -Regulator -Service Test 12. Ele , Underground . ! ms & Ducts; Clearance -Material -Support -Ina. GI ers-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation Date/Initials PL ING (Permit) OK except #'s LA )'later Htr.; Vent -Access -Combustion Air -Baffle br.' lafer Pipe; Test & Anchor -Neil Protection . QM.V.; Test -Fittings & Anchor -Nail Protection .5//0/Nc1 IG1'9,/Shower Pan; Test, First Floor -Tub Access 0'//7 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a -449. Fixture & Transformer Clearance -Ins. Protection 1.28-Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled e !(omex Installed Close to Edge of Studs & C.J.�� 26 Qalp. Ground made up w/Mach. FastnersBond G a Wt�ater 7 C2r 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28 ubfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size/ / ga. Cu or Al 29 ange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No Se ice -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels -Motors -Mach. Equip. -43rClothes Closet Light -Shower Light -Spa Light 4,83§moke Detector Date/Initials MECHANICAL Permit OK except Vs A.C. Ducts Insulation & Support AlIrVent Fan; Exhaust above Insulation 98. ndensate Drain & Overflow; Size & Grade k,o37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 : Attic Access & Platform if Furnance in Attic Date/Initials FR fN0 Plana OK except #'s 9. s, Proper Material & Anchors 0. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) ire Stops; Fur ilings-Stairs-Chases-Tub 44. Headers & !1aawfz0 & Bearing Date/Initials FRAMING (Continued) Joist-Rftr. ties-Purlin=roof Brac-' K4Y Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions /fjydarage Fire Protection Framing f -c- /- S1_P4oper4"-Ine Firewall & Openings t. Doors -One 3' -Check Garage -3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding-Nailin Veneer Stuc ash -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic . Shear Walls; Nailing -Bolts 59. Insulatio ilinga 60. Infiltration -Walls -Windows Date/Initials FIN Plans OK except #'a 1. Pt. Steps -Door & Sidelight Protection -Landings oke Detector 3. Furnace; Vents -Clearance -Comb. Air-Connector- In_Garage; Above Floor -Ducts -Mach. Protection bt G.F.I. & Bath Fixtures & Tub Access -Spa Pec. Trim & Subpanel; Breaker Sizes & Labels e.Q . S & Rails . Fire lace or Stove; Clearances -Hearth f'l lec. Outlets at Wood Panel; Int. & Ext. S4 Aa i `xt. & Appliance; Grnd.-Air Gap -Cooking Clearance lec. Outlets & Receptacles at Ki . Counter 4.M. Garage Fire Door, Swing -Landing -Closer 7 . age -Damper Cmr Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. n Garage; Above Floor -Mach. Protection Z_I5 b., Elec. & Mach. Equip. Listed for Location lec. Receptacles in Garage; (G.F.I.)-Rome ction d 7 . ulation-Foam-Looked in Attic ❑ Yes .Gard Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door-Dreinaeg & Wopd-Earth Clearance Looked under Floor 9= 80. Following instld.; Drive Yes o; Walks ❑ Yes o; Planters ❑ Yes 81. Stucco; dErojXinisj A. . Unit; Disconnect, Electrical, Plumbing j X, Vents Above Roof; Plbg: Appliance -Fireplace: Clearance to Openings ter Well; Disconnect, Electrical, Plumbing ; I;gerior Elec. Trim; G.F.I. Receptacle -Underground I . LJW�Vpntllation Throughout House Glass Protection j 88._,Cerrections from Previous Inspections 9. Gas Test -Meters Tagged; Gas -Electric A-Toi-water & Sewer Connected -C/O to Grade -HD Approval i Comments Certificate -Other COUNTY OF BUTTE ! BUILDING DIVISION K DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751. 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE C OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ; please contact this office immediately. pp � �i'—Is Cc7 a g. 12 4?t6 7 z 4zy e// t.l V1 1 v`1 % L i de S T CST 'X2 l.Lt.i� d. r: 'L r r e V i� Se�/r/i Date / Inspector REV 10/92 COUNTY OF BUTTE f `. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 s 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE `-3 -/DO 7 :Y OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation `t. ^lease r^ to art tk;. ME— Date Inspector REV 10/92 4. Date 9 Inspector REV 101d2 COUNTY OF BUTTE "{ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 kt CORRECTION NOTICE 9 , ja d OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work i is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. V•�C 9 t 1 Z Y 4. Date 9 Inspector REV 101d2 Insulation Certificate Number and street SAN Counry Subdivision' : Lot Number f� Description of.Installation ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) CEILING FIBERGLASS CERTAINTEED Batt, or Blanket Type Brand Name Thickness (inches) /.2 Thermal Resiitance (R -Value) LooseMIType INSULSAFE III Brand Name CERTAINTEEb--� Contractor's minimum installed weight/ft Ib Minimum thickness Indies Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) 3 EXTERIOR WALL Material Brand Name CERTATNTF.F Thickness (inches) _ y Thermal Resistance (R -Value) RAISED FLOOR Material FIBERGLASS Brand Name CERTAINTEED Thickness (inches) 6 Thermal Resistance (R -Value) SLAB FLOOR Material 'Brand Name Thickness (inches) Thermal Resistance (R -Valour.) Width (inches) FOUNDATION WALL Material FIBERGLASS Brand Name CERTAINTEED Thickness (inches) Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California AdAnitustrative C c. (9� 3 (o General Contractor (Builder) License Number C4. siviature rid Title Date SHASTA. INSULATION 272941 ubC0 r( anonLnstalla) licertuNumber stptaiure aid T,tk ,� 3 -�= 9y .Date APP -05-9.4 M D N 15:36 P.01 FROM:OMNIFAX iCl: 11HR 29, 1994 11:36AM #t. a.4 P,01 Installation Certificate: Residential CF -6R (' Use of 1his corm to aallety the regvirwmanta o; 'h• Administrative Code is oailon,44 ti -it the (ntormstlon rriusi be provid4d and posted, t0 .dt7retss PKmit NuM An rerti1,icate 14 requireo to be posted at trio building she prior a tho issuance of IPe occupanq permiL T?tls forty May bO Jsed t;, :.ect 111046 raquirarttsnta, AU aoplisnca cat®gGrits iisted below al§ the aetual egUipfnent Installed. Nuts that the a�fi�.aPCy is c .wpb of the appiianco tnstailw rnusl be eC;Uivalerll v bsrter than the appliance spocifIad on the Cerutioate of r0fov' t^co r r;- 'AL This certrfl=a (or its tfiljivalera) shall bo prepared ane signed by the person($) assuming overvl rotaant,+t;tiitj'c.. tt+a IPPfianca installation, !� :h� -. r� • �. vsrrdy 1;,101 the epu'prncsnt tis?ed in frit cffiegary above t��/( algnrdure to ire a=al equipment installed and that trIt :. t: --tent metgut ar exceeds tho requiremanN ad the Appliance affkfa rcy Standards. in addition, I have veriti+ed that thio cu.. - ':r 9ruhfalent'.9 or mOrtt Q Mwiert than the squipmont sp*eiod on the Cartifi=o of Oampilahce sUbMtad to der -c:.. . MP'Rt nco WO th6 Erar;y ENIc;9ncy Standards for residential bit dings, DDt:" • :rso wl:s n !a arttared here. O1har hydmnlo or combined h fdronic 6quip"rit is ilstod under +'":3 r 4l. tili'ad Ac;=wW Disuibutlon Duct at Bating Load HeSting .':!xa Efflalunw/ Type and Piping Hafer• Over* I quipment nc.. 3_ . _ - .. _. _•� ''...:-� i1.4rr.bof (A FU I etc.) Loaatlon R -Value Sttlng (Stc:tt) Capacity (stun_ 1Qi3/+1r��JtI�U�,L �.WV�.w.w.r ..•wr.�ws, ia3 0'2c: Cchfflod Cao ; ',r, .,rc. • Cr Unit Actuil Distribution Duta or y ' « i i. 113ke & Efilal noy Typ# and Piping hot Le_ t r :�t ?uWbar (aHEt l-- Location R - a a '- r �% I �_ i ' . r l r '(',}it7^-•�tS/!� !7 L'lSl'7—' 1211-_Dt is G � , ,...i..Lf f �• .-S,1 / 1�r'i\-SO�:t....w�.•�,�:-=+s^ +il /.� UN Gr ' f� L /a . Arm Tho . tf-_iign' w loss and design heatgain rate have b"M_'detemtin*d Using a method Goocifled in Section 150(h) of ': •_%qcr Mind ds, Led av two of the fgil01,a US04 far equipment sing and sti A�' . WWC _'- t3ax HVAC Sttt)*ntraaor (Ca. vamp) or 3enerw Cana'a= or Owner t" WATL:k 4EATZNG SYSTEMS EnefgEftemal watei slevin CIrC C�artlffed Aatgdt Facna yl Tank 9 Tank E:etor or %telt System 'Type Manudt. Make 4 Input (kw Capactty Aveovery standby, insulation staraq�ats. ac;,.) . ffcdal Number et tuhZ__ (gallons) Efficiency Loss 1%) t•1t_Vatuo -ate P_V..3o_G,aLzS�o t. For arn*tt gas Storage (rated trout 5 7S,000 E=ttr), %6ctria ttioistahae and boat pump water aerates, list Enam Facw. For Ixrgs gas etorag* aceter h4te; s (raw input >7'S,0% 9twhr), list Felted input, Aocovrery Etfici" herd Stainotty t ea. gar instantaneous gas wstter hssters, rw A4*d inptat V,4 Atrenvqry ehS4iQrXj, For Instantanoaua etectrie- water hom4ars. list Aaurd input. FAUCETS & SHOWER H15ADS At! faucets and showarheads instaJad are iistk ir, the Commi&;ion's Directory Of Cart-;sd FaUcets and—ehowarboads, f2ursuartt to Title 24, P 61 Sins r 2. S®CL'On 111. ' l Si n 07fl� Plua�,b'nq $at,-Wiratdtcr' (G7.114vne) r . n4r+cinr tx Otwr?9f _jMBER CO., INC. CUSTOMER LOADED BY DELIVERED BY P 10. BOX 991450 #4 VALLEY COURT STATEMENT COPY 99-1450 -(916) 244-0700 CHICO, CA 95926•(916) 895-0700 CHECKED BY HOW DELIVERED 4 1. ... .... .... . . A A. C1 f� 7 A f3 3, J, 8 7 L# QUANTITY DESCRIPTION ITEM # UNITS PRICE/UNIT AMOUNT (W I Ali115 J. ZJ 1.3 1/2-, 1/207 LJ 77 GUIE L I) rl 6 12 10 i DECLARATIONL. The undersigned states and declares that he/she Is the Original Contractor. owner, Sub -Contractor or other alllhodzed agent of the owner and Is authorized toCA purchase the above described material on behalf of Owner or his agent. 11 is further declared that the material described above Is to be SAL.F-•c' T f-) •a. 9 consumed In the above stated job. which qualities as a work of Improvement, and no other job and Sailer retains all rights to Mechanics' Liens, StN other remedy afforded at law. . op Notices. Bond Nolloes, and any T 0 TAL 4 5. TERMS: An past due balances are subject to a SERVICE CHARGE computed by a Periodic rate of 1 1/2% PER MONTH which Is an ANNUAL PERCENTAGE RATE of 18%. Net due 101h of month following date of purchase, end will bedelinquent if not paid by the 301h. NOTICE: 1. PURCHASER WILL PAY ACTUAL AND REASONABLE COLLECTION COST OCCASIONED BY BREACH OF HIS OBLIGATION HEREUNDER. PURCHASER WILL PAY REASONABLE ATTORNEY FEES FOR COLLECTION OR ENFORCEMENT. 2. SHORTAGE AND/OR QUALITY CLAIMS MUST BE MADE WITHIN THREE (3) DAYS AFTER RECEIPT OF MATERIAL. 3.ANY ITEM RETURNED FOR CREDIT MUST BE PRE -AUTHORIZED. 4. RESTOCKING CHARGE ON ALL RETURNS. u MOSS sL�.. ....,...•, ING. CUSTOMER _unue 5321 EASTSIDE ROAD. P.O. BOX 991450 #4 VALLEY COURT STATEM ENT COPY ! REDDING, CA 96099.1450 •(916) 244-0700 CHICO, CA 95926• (916) 895-0700 [jC'H. KEC 17 I - �_,..l..Cal`•!l....t``T' .�'.. ih1C:;1J1':ihu1'F:::!_..x c�� r j',. ,,.c. -. f0. 1F,r. .l..<.. }!. . ;:I%1jll.-41-( 1 %. r ,: - .. L'('t1 .1�1/t-'c%9': Ti",f'..!='iE:;. � � •Tit! I r r+;;1 y L# QUANTITY ' :� DESCRIPTION 1 ITEM # UNITS PRICE/UNIT AMOUNT 1 1 R GL -UF LAMS /'a x 1 1/1$1 - I•. IL! ! t . ! 1 ;l' 1 : _ i 7.6t,-, Fit i ! DEct.ARAnnN 1 ! ! The undersigned states and declares that he/she is the Original Contractor, Owner, Sub -Contractor or other authorized agent of the owner and Is authorized to 1 purchase the above described material on behalf of Owner or his agent. It is further declared that the material described above is to be consumed in the above stated job, which qualifies as a work of improvement, and no other job and Seller retains all rights to Mechanics' Dens, Stop Notices, Bond Notices. and any other remedy afforded at law. TERMS: All past due balances are subject to a SERVICE CHARGE computed by a periodic rete of 1 1/2% PER MONTH which is an ANNUAL PERCENTAGE RATE of 18%. Net due 10th of month following date of purchase, and will be delinquent if not paid by the 301h. NOTICE: 1. PURCHASER WILL PAY ACTUAL AND REASONABLE COLLECTION COST OCCASIONED BY BREACH OF HIS OBLIGATION HEREUNDER. PURCHASER WILL PAY REASONABLE ATTORNEY FEES FOR COLLECTION OR ENFORCEMENT. 2. SHORTAGE AND/OR QUALITY CLAIMS MUST BE MADE WITHIN THREE (3) DAYS AFTER RECEIPT OF MATERIAL 3. ANY ITEM RETURNED FOR CREDIT MUST BE PRE -AUTHORIZED. 4. RESTOCKING CHARGE ON ALL RETURNS. •`..iL.jbIUIHL: c.6. kir � D CA ^Fal._;.: S I -A ;? 64' 54 71 I I ' X . RECEIVED BY 11/23/03 11:01 ✓8`816 244 0600 C.ERfIFICATEOF ROSS LiIBR ACCTNG Q002/002 A�\,ut[ aF nrv� 4AtT C IM �CONFORMANCE 11 -YE UNDERSIGNED MANUFA C TURER HEREB Y CER "FIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such rrianufadture has been at our plant in _ Dra j n , OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TiMBER CONSTRUCTION and inspected periodically by such Bureau. JOB WAMB Keller Ltianber Sales Inc ox Stock JOB LOCATION' Redding, CA CU6TOMER1 OPORR WO. _ 1 9855 DATE - 1.0-7-93 wen -s onD6R No. pONATURE ri 0 * 'dMt - COMPANY + ADDRC73 POB 2-97, Bl OR DATE 10-21-93T�YLfi 1 J�.y—C'On�rr+t71 - A/TC HEREB Y CERTIFIES that the said company at its said plant is liCtnsdd by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective MdWhtfespect of products which comply with applicable provisions of said Standard, that the edequdeY tit the quality control system in effect at said plant is periodically inspected and verified by the Irispfttlibd hui'eaU of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, 16 the judcgrilgfit bf AITC, said company is capable of complying with applicable manufacturing and testleig protlitiofis of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; Alft6i auorantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM 18C AITC Certificate No. 92- 0 4 4 3 3 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ® 1992 AMC RICAN INSTITUTE OFTIMBER CONSTRUCTION SHIPPING ORDER • FREIGHT BILL STOCK LAMS 3-1/8 15 1j18 FF J2 X 317 PO 421067 KELUM CD 0 DATE 111/18/93 CARRIER CUSTOMER ORDER -NO. -325 .\+ POINf6F BEDDING �aTfNpnON BEDDING : BY d' CUSTOMER c DRIVER _ LUMBER SALES, INC. CONSIGNEE MOSS LBR i SHIPPER— m 1 CONSIGNEE I'• G• BOX 994005 ADDRESS P. MOSS BLR ADDRESS PAYMENT' REDDING, CALIF. 46099-4005 i RECEIVED: CITY r o • q �4fi; F(?R,SALE WIDTH DEPTH LENGTH DESCRIPTION OF COMMODITIES i QTY. STOCK LAMS 3-1/8 15 1j18 FF J2 X 317 PO 421067 o SHIPPER KELLER LUMBER SALES, INC. d' CARRIER : BY d' CUSTOMER c DRIVER _ IVB BJ G6pD ODNDIiIDN m 1 CONSIGNEE cz MOSS BLR PAYMENT' RECEIVED: r o • q �4fi; F(?R,SALE :�'�; •ra ..SEE REVERSE, yCR�IMS.OF A?rte.. __ ...- -.'rt`r � - :`�`�_ _ •i� .. �. .,.a C7 W ^7 ' Ij Vi F 10/08/93 07:04 $916 244 0609 C Ee��ATC of IY MOSS Lh>BR ACCTNG OV TAa& 2g !A Tmc Y X1002/002 S CONFORMANCE bE UNDERSIGNED MANUFACTURER HEREe Y CERTIFIES that the products Identified below and on attached sheets Nos.__. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured In conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, -Strttctur�L Glued laminated Timber, and that such manufacture has been at our plant in rain, R , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME- Keller Lunber Sales Inc. for Stock 409 LOCATION' Redding, CA CU STOMEA'90RDeA nX 0. P 485 GATE V77793 MFGR'S onoEp NO 3501-D GIGNATUA E 7, WP Qlila, Lixch:fifes. l..�• int C6MPANV "co_Lam TITLE Quality Control A00RESS POB 297, Drain, OR DATE 9-17-93 A/TC HERED Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant_ Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau, Arrc k'dRM*tac AITC Certrfrcale No.92- 0 4 2 8 0 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION IRF,CEtVED Sip 2 Q 199 YVANJt.'E� Nic DRrltt L i •� I R In 1992 AMERICAN INS TITUjE OF TIMBEn CONSTRUCTION SHIPPING ORDEF -FREIGHT BILI a am ELLE ,o 'SAL ES, IIa DAU = 10/5/93 CARRIER MOSS LUMBER/CUSTOMER ORDFRNo. 49834 ORIGIN F REDDING POINT OF DESTINAHON BEDDING [ql SHIPPER 'KELLER• LUMBER -SALES, INC. CONSIGNEE 14OSS •LUMBER A4DRMS P. O. BOX 994003 ADDREW :. CITY REDDING, CALIF. 96099-4003 .r (STY, WIDTH DEFrH LENGTH DESCRIPTION OF COMMODITIES ��E11<v� 7 x'41 - Ste: 7 STOCK GLU LAM BEAMS 1 5=118 12 10 y 1 5-1/8 12 16 ORDER# 20921 c1JG1 ' DAIN O ' SHIPPER KELLER LUMBER SALES, INC. COMER N : 0ST./ MOSS LL14BER co . CONSIGNEE C5.... c9 O r - O c9 m co O O a -i ihENT NW:� ` 1 ��E11<v� 7 x'41 - Ste: 7 •♦ 1 •• cL,:S�.! YS e• BY ORFaR la-CEP/ro IN �SE JE REYERSI<SIDE FbR1�ERMS� OF SASE •t, o, -s it - AS KOM T T�/�s rs oFc PpC� Ge-�L W(� C C MAR 31 '94 1,4:E3 ART GLASS F.1/1 OUAUIY MENWOF . ART GLASS ETC, INC4 Doors . Sums • BEVELED GLAss • TIFFANY LAmn TO WHOM IT MAY CONCERN; RE, Certificati n of .Ten ed Glass COMPANY ; JOE NAME DAT �.,1 ;�------------------ P 0 # 61 -d -122-e -------------------- Dear Sir/Madam: This letter Will certify that the glass supplied on tho- above numbered purchase ord,ar was tempered. This glass meets Federal Specifications DD -0 1430--E, ANSI Z--97.1, and complies with test requircmen is of CPSC. Standard fc Nrchitertual glazing materials 15 CPR 1201L C'atergory and was produced in accordance rrith the Slass TemperinS Association Engineering Standards Manual. If ide can be of further assistance, or if you have any questions plea s'e feel . free --to contact us. Sincerely, P i r_ har,y- - - - - -�E l �E tel, rPres id en t^ ,DIRT 6LRS6 ETC., INC. 1250 Avenida Acaso, Unit E, Gunarillo, California 93012 (805)389-5252 (800)5559-9995 Fax (805)389-5258 A i. i I f OUAUIY MENWOF . ART GLASS ETC, INC4 Doors . Sums • BEVELED GLAss • TIFFANY LAmn TO WHOM IT MAY CONCERN; RE, Certificati n of .Ten ed Glass COMPANY ; JOE NAME DAT �.,1 ;�------------------ P 0 # 61 -d -122-e -------------------- Dear Sir/Madam: This letter Will certify that the glass supplied on tho- above numbered purchase ord,ar was tempered. This glass meets Federal Specifications DD -0 1430--E, ANSI Z--97.1, and complies with test requircmen is of CPSC. Standard fc Nrchitertual glazing materials 15 CPR 1201L C'atergory and was produced in accordance rrith the Slass TemperinS Association Engineering Standards Manual. If ide can be of further assistance, or if you have any questions plea s'e feel . free --to contact us. Sincerely, P i r_ har,y- - - - - -�E l �E tel, rPres id en t^ ,DIRT 6LRS6 ETC., INC. 1250 Avenida Acaso, Unit E, Gunarillo, California 93012 (805)389-5252 (800)5559-9995 Fax (805)389-5258 A --� A QUALITY TRADEMARK OF ART GLASS ETC., INC. 1250 Avenida Acaso, Unit E CAMARILLO, CA 93012 (805) 389-5252 • (800) 559-9995 Fax: (805) 389-5258 RE SOLD TO: NORTH STATE PREHUNG DOOR 3106 ESPLANADE CHICO,CA 95926 916-345-0062 0_ ,; ; Or, ilffit��@)Ucel(r 28 15 CUSTOMER NO. 10646 SHIP TO: NORTH STATE PREHUNG DOOR 3106 ESPLANADE CHICO,CA 95926 916-345-0062 DATE s I SHIP VIA'.., PURCHASE ORDER NUMBEKal PRDER DATE SALESPERSON RE QTY. '. , ORDERED' OTY. SHIPPED. tQTY .:B:O.. + ��sa`A .. ITEMFNUMBER _ ; n { DESCRIPTION F+..<?.� ...,.� 1 1 %M\036 --O 3-0 OVAL S.M. DOOR 1 1 &G.\O-l'-36 3-0 EMPOROR OVAL BEV. GLA 2 2 T\O-36 3-0 OVAL CLR TEMP GLASS II 2 2 M\OR1 -O 1-2 S.M. OVAL RECT. OAK S f 2 2 13G\0 -1' -SS 12/14 EMPEROR REV. PANEL i 4 4 T\OR- 2/14 12/14 OVAL RECT CLR TEMP 1 1 I\LAB R LABOR CHARGES:8' T -astragal 4 4 D\F36 96-OTC 3-OX8FOe�F l�L OPEN OAK DOO 8 8 T\ F3(a 3-0 - TEMP GLASS 4 4 I\LAB R LABOR CHARGES:T.G. mldg.oak i I i r Reg dt-"-s o4 deZZve,,ty od goo i I t .6 Su.bt-otat to blye.,L,tke, tLtte, --m anal n. g ------------ .to p -6e6,6� m od en ch,an,d-use E Vi,6coant I &ema,,m .i m At - GP -".-s E .,------------= - even �4 ti ta.,2te , wntLt 6 Net Du.e I pu�cc e p ce pa.i.d . I v Received By: Date: Purchaser/Consignee OUR ORDER NUMBER �v COUNTY OF BUTTE - DEPARTMB*,T•OF'PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 04.1-30-0-067 ZO ING BUILDING PERMIT OWNER LO[�1ELL &CINDY NICK TEL LL SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 185 Valley View Drive, Oroville 95966 CONTRACTOR'S NAME TELEPHONE Unknown 3784 _ R 204,336 863 M 15,534 840 0 5,880 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN 263 C 3,419 Fireplace A 1,500 TOta1 Valuation $ 230, 669 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. ARCH ER'S MAILING ADDRESS 20 Constitution Drive, Suite A Chico CA 95926 Filing Fee $ 15.00 Permit Fee $ 1.056 00 Plan Checking Fee $ 528.00 Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS 0 Big 0 Road, Oroville Permit fee $ 1,619.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP 94-31 Water piping 7.00 7_017 Each qas water heater or vent 7.00 USE OF STRUCTURE SFETXDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5-0 Building sewer 15.00 is n Mobile Home S I G I W @ 15.00 XX TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 3 bedroom Permit Fee $ 106.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AOR OORLESS 18.50 18.5 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I. as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) 37.50 NEW CONST.DWELLING OCCUP 3.6Qsq.ft. OR ADDNS. (ACC. SLOGS. NEW CONSTR U TI -OUTLET NON.R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling 2 18.0 Hood 6.50 6.5 Ventilation 4_.5_ _ Permit Fee $ 62.00 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai said County 'n consequen'ce�7of the granting of this Ti c-` Date v �1 Signature of Applicant - Owner �' Contractor ❑ Agent [7 �Q An OSHA permit is required for excavations over 5'0" deep and dem "7 ion of structures over 3 stories in height. Mobile Home Installation Fee S _ Energy Inspection Fee r $ o COVE TOTAL FEE $ .15 HAz OFEE IMP FLOOD CDF PARCEL D HD ISSU This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. E UBLIC WORKS By . , ,. Dae O PERMIT EXPIRES Da 0 Receipt No. 140498/608.00p,c. fy/5 J</` WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMETNT'Or PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ys- 00G ASSESSOR PARCEL NUMBER- �yI ��o-D19� ZONING (.% BUILDING PERMIT OWNER .Ca (- kel TELEPHONE s3a - a39 Z S0. FT. OCC. BUILDING VALUATION OWNtER'S MAI ING DOR SS /� n` !85 �/Z��C �iFi� briue- OA30.(f'-g-` 546 CONTRACTOR'S AME TELEPHONE N C 6 S Jif /\. v(�E✓ 1pJ (S CONTRACTOROR'S'S MAILING ADDRESS Fireplace j 506 CONSTRUCTION LENDER UNKNOWN Total Valuation is 2 ' LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. O�r t Glt�p 3 Filing Fee $ 15,00 Permit Fee Plan Checking Fee $ 6 �(O p 0 $ ARCHITECT OR E GINEER'S MAILING ADDRESS aD CON• I+ U i (' •P. 501' e, Ener PlanCheckin Energy g Fee $ Penalty $ BUILDING ADDRESS i Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent Z 7.00 JAf USE OF STRUCTURE SF')( Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 ,W Mob le Home S I G I W @ 15.00 TYPE OF WORK New Addition❑ Remodel[] Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ .0 40 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 /B,Sa CONTRACTORS LICENSE LAW I declare under penalty P y of perjury jur y (check one): I am licensed under P provisions of Cha t. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO t000A1 37.50 NEW CONST. / DWELLING OC P.�\ OR ADDNS. l ACC. BLDGS. // 3.60 sq.ft. 'f�5 NEW CONST" ULT"OUTL NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 7611 FIXED APNSR EX. Occup. OUTLETS (PRESID ) EA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ o S WORKMEN'S COMPENSATiO`N`INSURANC�'" - I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor �,�,,� M .:. ... <,;:., MECHANICAL PERMIT FiIingFee 15.00 Heatingej / S 00 Cooling �t7 Hood 6.50 �� Ventilation q' So Permit Fee $ Contractor 1 -cwt11y ulat I nave reap mis application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. (' X Date /-3 Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ , .i An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. 1 lGl 19C,p$-°.�' WHITE-D.P.W., YELLOW-A33E330R• PINK -INSPECTOR, GOLDENROD -APPLICANT Mobile Home Installation Fee S Energy Inspection Fee $ C (� DCC CONST TYPE TOTAL FEE $ HA2 I D FEES IMP I FLOOD I CDF I PARCEL PD HO This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Ll m "1N ��,,.�,rr-+.t�'wJ.t-�•�,.,.,,....�',:-U->>.-v-..,,�,.....'rr„'J"�`'''��w��`'�"�rWx�1'1.%li�+i:ML'�-tl �+i+`u'w..-::-../ttii° �.,. r,� .✓ .... 10 *COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. Oy l - _V00 (0 7 Proposed Building Use -5/ - ��&/ie- Building Inspector Date y /6 -I At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .......................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . _k�� 8. Engineered truss details and layout in duplicate (required prior to plan check). .... T t Q .A 9. Mobilehome data and manufac rre�r's� installati7instructions, 2 sets. . 1Fees of $ %. t�f�'��-.. ...................... 30 4. 111. . ImpaO ct fees as shown on attached schedule . .............................. °� 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................:: la 14. Sanitation and plot plan approval OP-oo,'II `c Health Department. ......... . 5. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . 20. Pre -inspection for to Buil Building Ins pe for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner ,Mail to owner _):..::::::::: 24. Recorded copy of Agricultural Acknowledgement Statement. .� 25. Letter of signature authorization ................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... -` 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 'Al. Existing violations/expired permits . ...................................... Pan check list . ..................................................... 34. When Y9u issue the permit, process as follows: Mail to owner. Mail to contractor. C- Telephone Sia - 639 7 and hold for pickup at Q,r,_Qb office. Deliver with inspector. Other Parcel Creation �/�/G� Acreage Applicant I C, Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to per i suance` cle le t chec d ve 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, �"f'�r,was dv�ised of above red data by _ phone _ mail Counter by Date Plans checked by /C / G Date I%?dans approved by )C�Datek-2�- Sets of plans on hold in !/ File cabinet - AP Copy - Department of Public Works COUNTY OF OF�IAL`RYCI Received from The Su �VU For X� l Received: /CASH ❑ /1 CHECK � 20y() AGLES FORMS AND MORE (916) 743.6523 X7SUING R /.1. /r . Received By. Title By 140408 CEIPT fig_ 7 F TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance W V%A,, 0 Owner Loca io 1 Plan Approved for: Sewage Disposal ✓ Water Supply: Public Clearance for bcdroom mobile home. Othcr Hold final for: Final clearance O.K, for: NOTE Environmental % He6th Specialist 8/92 ql-Jo-�7 AP# Private Well o 1 7A3 Date e+e;'34y'1•-.• .,.i`+,�'�a�+'�•�S.lt��%".r"'T:,4,'t4'^ne�+�5�+�^""X'G•-G,T+.*a'y,y F•+j++"v .plRs"""'y""'"� �y�y.'y t�T'!'Ffy� � _ `r"igj�, t " d � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENTfSERVICtS - BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT" �� ' C) ASSESSOR PARCEL NUM BER 041-300-067 ZONING '', - U BUILDING PERMIT OWNER>.. LOWELL & CINDY 91948 Ok ICONT TELEP ONE t• �- SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS I•' " VIQ . Vi LE CA 959f,; 26.000 CNTRACTOR'SNAME HOLIDAY POOLS TELEPHONE 3E 3-8245 CONTRACTOR'S MAILING ADDRESS 1170 E LASSEN A ' CH Fireplace CONSTRUCTION LENDER f UNKNOWN 1 Total Valuation is LENDER'S MAILING ADDRESS i• •- Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - a ' PERMIT FEE $ 301.50 .0 .fi Ir PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 �( Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. "SUBDIVISION'S NAME PAROL L MAP 9;q- a Each gas water heater or vent 15.00 USE OF STRUCTUREGas is -r r SF ❑ Duplex ❑ Mobilehome ❑ Other � SkaM NG POOL SPECIFY IN piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK Newla Addition ElRemodel CIUtilities ❑ Installation EJ Other Other ❑ A !Ir Describe Work: FROM MASTER #91-506 I FEE g ' Contractor ELECTRICAL PERMIT Filing Fee 20.00 111101 Main Service ( 2ODA ORLESS SS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 ,. r4` NEW CONST. ( DWELLING OCCUP. ) 3.5C S° - OR ADDNS. 8 ACC. BLDS. FT. CONTRACTORS LICENSE LAW } I e lare under penalty of perjury (check one) I'am a licensed under provisions, of Chapter 9, Division 3 of the Business and Professions Code a,oqd my Iicense`is in full force a effect. License No. $'r�C f.`� Classification �,_� T ❑ I; as the owner, or my employees with wages as their sole comperisetion, will do the work, and the structure is not intended or offered for sale. (Se17044) ❑ I, as the owner, am exclusively contracting with licensed contractor. (Sec 7044) ❑ 1 am exempt under Sec. .� r Business and Professions Code " • forthis reason `'" 1 NEW CONST. MULTI.OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) gA0 @ 1.50 FIXED APPws. OR Ex. Occup. ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring - g 23.00 POOL'TLECTRICAL 30.00 WORKER'S COMPENSATION INSURANCE I' Clare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. -Cooling ❑ 1shall not employ any person inany manner soastobcomesubjectto,theWorker's Compensation laws of California. A Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith{, comply with such provisions or this permit will be revoked. I PERMIT FEE $ 50.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above informal on is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue! against said County in consequence /off,th'egrranting of t9is,permit. X 1`f ~ / ( rr Date '.? Signature of Applicant - ❑ Owner • ntrattor ❑ Agent Ir) /An OSHA permit is required for a,deep and/demolition or cavati • ns over 5"0" coyi�truction of structures over'. 3 stores i height. v / .� 1 Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 351 50 HAZ• D. FEES IMP FLOOD CDF PARCEL PD HD `SSU 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�U� Date t9 fir% f 7 ` r "` PERMIT EXPIRES ON f' / I (Dare! Receipt 1563$8 .D. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i1 f •a� 1 • M COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER QGA l/ /64Z A.P. NO. 041 % PROPOSED BUILDING USE S r' DATE REC. # DATE REC School District Fees 6&b 11411 (paid at District Office) f 9� 4<1-2. Sheriff Fees (paid at Building Department) Residential .......... X /J unit amt. rCommercial(per sq.ft:) X =$ ' sq.ft. amt. 3.. Urban Area Fees (paid at Building Department Residential (per unit) X =$ - # units : amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time ,of permit application, I„was advised the above fees are required to be paid prior to issuance of the.permit. APPLICANT C�! DATE 4-//619 3 c- . A - ..L. -r. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroviller'California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. 92-2024 ASSESSOR PARCEL NUMBER 041-300-067 ZON h#; F ..0 TJ-' BUILDING PERMIT OWNER LOWELL & CINDY NICKEL TELE HONE 532-0392 S0. FT. OCC. BUILDING VALUATION 3528 R 190 512 OWNER'S MAILING ADDRESS 185 VALLEY VIEW DRIVE OROVILLE 95966 966 M 17,388 CONTRACTOR'S NAME THE TELEPHONE 283-4444 336 BASE n 6,048 CONTRACTOR'S MAILING ADDRESS DRAWER E QUINCY 95971Fireplace 55 3 913 t At 1,500 t CONSTRUCTION LENDER UNKNOWN Total Valuatio $ 219 361 ' LENDER'S MAILING ADDRESS Fllln• Fee $ 155,00 it Fee $ 1017.50 ARCHITECT OR ENGINEER NOW LICENSE NO. la Checking F e $ 508.75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan ecki g Fee $LD.DD Penalty $ BUILDING ADDRESS tf tf 90 BIGPLUM Permlt fee $ GP MIT FilingFee 15.00 Each Trap 17 5.00 - Solar or hea 6p water heater 20.00 LOT NO. 1 SUBDIVISION NAME PARCEL MAP 94-31 Water pipin 7.00/.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home Is G W @ 15.00 TYPE OF WORK New [i Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 BDRM Permit Fee $ 119.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS SS 18.50 18.50 CONTRACTORS LICENSE LAW I de re under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professign Co e/�ar� my license is in full rce and effect. License iWT '1_j Classification F1I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) DWELLING OCCUP.&\ NEW CONST./ ACC. BLDGS. I OR ADONS, ( _37.50 3.6Q sq.ft. 169.05 NEW CONST" ULTI.OUT LET NON.RESID. BRANCH CIRC ITS @ 5.00 POWER APPARATUS 1, (SINGLE OUTLET cIR. Ex. Occup(OUTLETS OR FIXTURESFIXED 20 76d A EX. Occup. OU LETS PIRESID.IREA.1 I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 202.55 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. W, I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating SPLIT SYSTEM 2 18.00 Cooling 2 18.00 Hood 6.50 Ventilation 7-4.50- Permit Fee $ 71.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.CoN`s'T I also agree save, indemnify and keep harmless the County of Butte against all liabili u me s, costs, and expenses which may in any way accrue against y " onsequence of the granting of this permit. �p X-1 Date �! IU [ f2_ er Signature of Applicant -/Oe.ccEations Contractor Agent❑An O5HA permit is raga aver 5' "deep and demolition Dr construct- ion of structures over 3 oheight. Mobile Home Installation Fee $ i Energy Inspection Fee S 40.00 .� P V I TOTAL 1993.80 HAz I DFE I IMP FL CDF I PARCE= ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 117043 PC FEE 588.75 WNITE-D.P.W., YELLOW-ASS[SSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i5 I^ S r\ r } civ j.. s -i COUNTY OF BUTTE-EPARTfE j �OF�PUBLIC WOf� BUILDING DIVISION `7 COUNTY CENTER DRIVE - OROVILLE,' \\CLIFOIIA 95965 TELEPHONE (916) 538-7541 PERMIT APF, L CANON DATA SHEET OWNER y�,�P. No. Proposed Building Use -3 Building Inspector I Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. L-11,_ 10. -1�- 11. 12. 13. 14. 15. 16. 17. 18. rt • 19. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans. ......................... . Complete plans, 3/4 sets, signed by preparer of plans . ..................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . ................. . Statement of Intent for Non -Heated and A/C Buildings . ..................... . Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome�E &�r doianufacturer's installation instructions, 2 sets. ........... Fees of $ ....................................... Impact fees as shown on attached schedule. California Department of Forestry plan approval/fees. ......................... Flood elevation letter (100 year flood )�y Cpl['f nia Engineer . ................. . Sanitation and plot plan approval ow1uI i Health Department . ............ City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. ......w . . Driveway permit (construction approval required prior to occupancy). ... �C' 2-`i2 X-5 Pre -Inspection request Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... ! Owner -Builder Verification (Given to owner I Mail to owner _) ............ Recorded copy of Agricultural Acknowledgement Statement. ,►a Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. ..'.. . Letter of intent on building use . ...................................... :. . Mobilehome utility clearance . .......................................... Documentation of legal access . ....................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits. ° ........................ Plancheck list . ..................................................... t" Wherylou issue the emelt, Pf s as follows: Mai to er. Mail to contractor. t V Telephone�J� 7 and hold for pickup at , ffice. Deliver with inspector:. Othercot/eor Parcel Creation Acreage Applicant Date 4 Copy of Haz-Mat form sent " Health Dept. Fire Dept. Air Poll&igri Date Copy of plans sent Health Dept. Fire Dept. Other VV Date By The following data must be submitted prior to permit isuance: (Ci le -new ite n t checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date _ Contractor, designer, owner, was advised of above required data by _ phone _ mailJC ouatef by _ Date Plans checked by ��' Date Z4 _o4l y -Plans approved by Date _ Sets of plans on hold in File _cabinet AP folder Copy - Department of Public Works H LN6-1 -Z Q-z� -� 5 !,,U APPROVED Butte County Environmental Health Date — -- --- --- — Signature •I 1 0 U4 TO »- FJ' FROM: SUBJECT: '";Buildinc Department Environmental Health Sanitation Clearance Owner Plan Approved for: Sewaqe Disposal �_ Water Supply "!/ Hold final for: ^anal"clearance O.R. for: Clearance for -�— bedroom home. Other NOTE * * * Water Supply Water Supply a—� DatGI snittar. WAFr T0: Building ~Deportment "'FROM: Fncruachment Permit Section RE: Driveway Clearance Lou-)e.ZI owner locat'on AP # • Driveway permit h C it0 has been issued for the above property. si ature date • COUNTY OF BUTTE - DEPARTMENT OF,,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,•'CALhFORNIA 95965- TELEPHONE (916)5387541 OWNER ��lG1OEl�, l r � A.P. NO. PROPOSED BUILDING USE DATE REC . - # DATE REC _ 1. School Distric Fees (paid at District Office) �" 2. Sheriff Fees " ' " " " " ' (paid at Building Department) Residential ............ X0 =$�� unit amt. Commercial(per sq.ft.) X =$ - - _ sq.ft.-" amt. 3. Urban Area Fees (paid at Building Department- - Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7.- Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE C - 12.- 9z- BUTTE COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM School D Building Department No. ' A.P.Nunober Jurisdiction [--q city . County Property Owner pedyLoosdion/Addreom owiw Subdk/ioon 4^ Lot No. Residential Development Commercial/Industrial° � No� Livingk4H| � Units �� __� Sq. Footage Addition (GR �—| Sq. Footage New Addition (|no|udinQExteiior Roofed Areas) � JOA 66(01, ,"Building Department Rep�6sentatiJw` Date .District Identification No. 920498 LO �11 School District certifies that 1'�.4 QApplibant) (Street Addre (Phone Number) (Zip Code) has complied with the req-Vir*9ments of Resolution. -No. 96 by payment of $ repres'e'nting 02 - square feet. z/ A/W ^ Paid bvCheck Number Remarks: Bank Number ' Paid byCash ' `r----_--'-�[ If, subseque the School Dist�n�43-e presentative signin J, Butte County Sch3pis-firipact Fee C e i f i caJ V*n Form, the School strict is notified by th�,aifiplicable Local Pla i I -A ency that p!oject a,d itional school feesto"fully mitigate its impa n the school distrtcXs schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) ti Permit -Applicant: Permit No. 92--ZO21 A.P. No. �L�/_ r Date: The above referenced building plans were reviewed by this office. c,A-Ccs sum 5 lv$P o� shrT. 7 2. + 6A1C1We6X .7 C 3 • /1/1 /C/Zo C�nr /`/fir" �� Zoov 1�s / -� SST /G o ('•¢-e_ c,g Fan. 7✓.Z�3S s/tfn� 5 e—r/ON . z. �� SSE- i�R-$✓St ,D�7'�!C �E �. N 41 g,3 20 2� 6-al�,014116- Tyt/-� ��it/ G'DL��✓�v �S L��SICt/l�� if- A/z-,w ��ilYc � TD 6e:P:F- JRH sy�3�1 /TTE/ V; RESIDENTIAL PLAN CHECKING GUIDE 8/91 C� (S:F•, DUPLEX & MISC. ONLY) / Bldg. Permit # �" -20 z OWNER � Q� A.P. # `i� '10-60" GENERAL Plan Checker !,S Toning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. xisting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN omplete parcel size and dimensions. tbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, -non -comb= ustible, and foundations). -AU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes,"ceiling heights (Sec. 1207). - GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 3-: Garage firewall, door size, and closer (Sec. 503(d)(3)). l: 1 - 3'0" exterior exit door (sec. 3304 (f). Z- Fireplace and wood stove location, alcoves, and clearance. 3: Smoke detectors (Sec. 1210). �r— Plumbing fixtures, water closet clearances and shower size. DETA Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateraldesign. Clerestory requiring balloon framing and/or engineering. - 4. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. UAviTtGons and wall construction details complete 8. Roof construction details complete enough to �3�Firepiace construction details and calcs if 10 Rafter ties or bearing ridge beam. Garage door or porch header sizes. 2 Stud heights. . Adobe soils - special foundation design. Retaining walls requiring design. 1.5. Special Inspection required. enough to construct building construct building. necessary. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). -'Foam insulation - protection. ---16" halls and stairways. -'Living area over garage - complete 1 -hour separation required on garage'side including supporting walls and posts, etc. ao exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). r: Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). 3 -.'-Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. �nergy design. lashing at all exterior openings. 7. CDF responsible area requirements. Loo 0 0 /J,l /" A , / r" /%/I/ DiS /�. ,�� -z-r�� f-6�i J "v71' xa� ?0/ f R1 :NT OF PUBLIC WORKS PERMIT NO 41-30-67 92-2025 BPE 195965 - Telephone: 916 '538-7541 ; r NICKEL Lowell & Cindy • PERMIT 9 90 Big Rd, Oroville contr: Murray Co t=< pool room CONTRACTOR'S NAM VT CON RACTOR'S MAILING ADDRESS L CSTRUCTION LEND R LENDER'S MAILING ADDRESS ARCHITECT OR EN T EER ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS tj C �A LOT NO. SUBDIVISION NAME BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION 5Fireplace UNKNOWN Total Valuation $ Filing Fee Permit Fee LICENSE NO. Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PARCEL MA USE OF STRUCTURE L_ 'uplexLJ Mobilehome[] Other ecol RSM _ SPECIFY TYPE OF WORK New5iC Addition;_ Remodel[ Utilities❑ Installation[ Other Describe work: ptnL._ 1 J'c�)h/j CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License :Jok! V Oltf:> Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- crs. (Sec. 7044) L: I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I dec:are under penalty of perjury (check one): The permit is for S100.00 (valuation) or less. I have places on file with the County of Butte Building Department •�Y a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Ishall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is Correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I agree to s ve, indemnify and keep harmless the County of Butte against aH liti d s, osts, and expenses which may in any way accrue agar u to equence of the granting of this permit. XDate d Signature of Applicant — �0 nor C Contractor,I Agent An OSHAy I i permit .s re sired 10 excovotlons over 5'0" deep and demolition or construct - .on of structures over 3 store/eJs I .height. Receipt No. I r ?��%-� _,!4, v,1 c u,L,/u PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home IST T, w Permit Fee Contractor ELECTRICAL PERMIT Main service 600VORLESS 200A OR LESS Main service 20CA TO t000Ai NEW CONST. / OWELL:NG OCCUP.& OR ACDNS, t ACC, BLDGS. I ULTI.OU LE "EW CONST R. TT NO N'22— iD. BRANCH CIRC"'TS) ( POWER APOARATUS .1 l SINGLE OUTLET CIR. I Ex. OCCUP(OUTLETS OR FIXTURES Ex. OccuF!XE0 APP LNS. JR P- OUTL_Ts IRESID.I EA.� Temporary service Mobile Home Facilities Misc. Wirino �l SAO S 15.00 $ 2SL $ 16 9 5 S $ Filing Fee 15.00 5.00 20.00 A7.00-7.00 )J .00> 15.00.(jt) @ 15.00 Filing Fee 15.00 18.50 37.50 3.64 sq.tt. 11 v 1@ 5.001 3.00 15.00 15.00 15.00 Permit Fee $ Sw Contractor T I MECHANICAL PE1�91T I Filing Fee I 15.00 Heating Cooling Hood Venti ration Permit Fee Contractor S Mobile Home Installation Fee $ Energy Inspection Fee g OCC CONST TYPE : TOTAL FEE $ 6. I— I nuvu c,Ur I PARCEL I Po Ho ISSUE I I I I This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date PFRRAIT FXPIRFC n-_ OWNER_ GENERAL RESIDENTIAL PLAN CHECKING GUIDE (S:F., DUPLEX & MISC. ONLY) Bldg. Permit # A.P. # Plan Checker 8/91 1. Zoning requirements: (sideyards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7. Recorded notice of violation. PLOT PLAN 1. 2. 3. 4. 5. 6. 7. 8. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise,.CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). 4. Skylights (Chapter 34 & Sec. 5207). 5. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 7. GFCIs in baths, garage, kitchen, and exterior outlets (Article 8. Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. " 9. Locations of water heater, heating and cooling equipment, other or gas equipment. 10. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (sec. 3304 (f). 12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). for main - electrical I. Standard bracing or engineered design (Table 25V) 2-. Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct 8. Roof construction details complete enough to construct building. 9. Fireplace construction details and calcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). 4. Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter -32). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. OF responsible area requirements. j' &4;6Z� a�P' 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.`538.7541 APPLICATION AND PERMIT PERMIT NO. 92-2025 ASSESSOR PARCEL NUMBER 041-300-067 ZONING 1 U BUILDING PERMIT OWNER LOWELL & CINDY NICKEL TELEPHONE 532-0392 S0. FT. OCC. BUILDI G ATI N 500 R 25,600` OWNER'S MAILING ADDRESS 185 VALLEY VIEW DRIVE OROVILLE J" CONTRACTOR'S NAME THE HURRAY COMPANY TELEPHONE 283-4444 CONTRACTOR'S MAILING ADDRESS DRAWER E QUINCY 95971 Fireplace CONSTRUCTION LENDER PLUMAS BANK UNKNOWN Total Valuatio $ 25, 0U LENDER'S MAILING ADDRESS UINCY 95971 Filing Fe $ 15,00 Permi Fe $ 216.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan qcind Fee $ 108.25 Energy PI An Checking F e $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING BIG ADDRESS ROAD OROVILLE 95966 Permit fee $ 339.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 3 5.001 15.0 Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAME PARCEL MAP 94-31 Water piping 7.00 7-00 Each Qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New r Addition ❑ Remodel ❑ Uti lities ❑ Installation❑ Other ❑ Describe work: QQT. RQf1M _ Permit Fee $ 64-00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18.50 Main service 200ATO1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Coe ar my license is in full force and effect. License A0. Classification FlI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.&� OR ACDNS. 1 ACC. BLDGS. 3.6a sq.ft. NEW CONSTR ULTI-OUTLET NON-RESID. BRANCH CIRC ITS @ 5 00 POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES AO 764 IXED EX. Occup. OU LETS PIRESIO IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 32.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to ve, indemnify and keep harmless the County of Butte against all liabiliti a ts, costs, and expenses which may in any way accrue against s consequence of the granting of this permit. � X Dateq?_ Signature of Applicant — ner ❑ Contractors Agent ❑ An OSHA permit is r red for excavations over 5' deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 436.25 HAz I DFEES I IMP FLOOD CDF I PARCEL PD I HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. 117043 PC FEE 153.25 WHITE-O.P.W., YELLOW-ASSCSSOR• PINK -INSPECTOR, GOLDENROD -APPLICANT ( I+. 9 . r r.a 1-f.f... avwk L. t C 4r'7 _,I.i�l'1.`��."1"'�r'..,r.=- uv P' .rf;} s�L r '� Y•�x-• �� J ..r�srr � u � �'r•: ,h: , . �k� ,, . �.LyI' COUNTY OF BUTTE'k-.PARTMENTTOF PUBLIC WOf�;- BUILDING DIVISION w 7 COUNTY CENTER`DRIVE - OR ILL' , CALJFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use iG1w � - - J!, v. Ae.P. No. Building Inspector A Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. . All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehomk� a�,�manufacturer's installation instructions, 2 sets. ........... V %1 10. Fees of $ �J .......................................... V 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. .. J ... ............ . 14. Sanitation and plot plan approval Health Department. .....: . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .... 20. Pre -Inspection requesi Pre -inspection for required. . to Building Inspector (Date), 21. Contractor's license information. (No., Name Style, Classification). = ; 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). 24. Recorded copy of Agricultural Acknowledgement Statement ................... 25 Letter of signature authorization ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ........................................... 29. Documentation of legal access. . r 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. ..... e, Plan check list. .D! SS'El� 13. ................ 34 When you issue theermit, proce s as follows: Mail toJ�• er. ail to contractor. Other hone - l/ and hold for pickup at d off . Deliver with,inspector: CO f Parcel Creationz Z Acreage Applicant Date s Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollutio'� Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _phone _mail Counter by _Date ' Contractor, designer, owner; was advised of above required data by _ phone _ mail Countei by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS -'BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER LO P A . P . NO. "-1 - 300 ' D6 7 PROPOSED BUILDING USE VC>C:> DATE ( � 2 / Z- _ REC. # DATE REC 1. School Distric Fees Gro A_� (paid atDistrictOffice) 3 6 gam. 2. Sheriff Fees (paid at Building Department) Residential X _$ unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. _ 3. _ Urban _Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. i 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees - (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. DATE 2, q1'w4"';Z lr�- V, BUTTE COUNTY SCHOOLS IMP ACT FEE CERTIFICATION FORM ' A(One For Per"Buildin ) School District Md A/ 1(r '�,Building Department No A.P. Number 7 Jurisdiction Cit, y County Property Owner —zP—CVa-- Property Location/Address qIQ Subdivison Residential Developm'ent Living NolivI Aotpef . Units k Commercial/Industrial Buiidi-ng Department Representative A Identification I . . IH. (Street Address) P P—'o V Lot No. 57, 1= = ,. Sq. Footage MHl Addition (Group 0) Sq. Footage New Addition (including Exterior 2 Roofed Areas) Date ISchool District certifies that —Lwta.' . k— tpplic'dn) (Phohe Number) (City) f (State) (Zip Code) has complied with the requirement's of Resolution No. -4 d 5=9' by yment of$ representing square feet. r / a /�� School District Representa4ve . io' Date -J Z Paid by Check Number Remarks: A -A! / /�i�1/(�'� �P Bank Number Paid by,Cash If, subsequ to the S ool District RI§Kesentative ning thi c t T Certif!!ip_a ion Form, t Scho0I.Dis11jd is notified the applic i5le I is being reviewe 'niler the Ca t _JAo-rnia Enviro ental Qual' Act :X'act c c Afditional sc of fees to fuliKmitioate its i act on the chool dis ffte Count y,'Schools I act Fee Local unning A cythat t i project< t 3JEQ this pro ct may b subject,to Ir' is c 's schooj is White (applicia ow build de ent), Pink (scm: Nst t ifffib istrip-�� L11111 'efor Vt JOB NUMBER ??#9.21 STRUCTURAL L:ALCULATT_JNS FOR. � �.;t� PROJECT ??NICF;EL RESIDENCE NAME ??LENN GOLDMANN ADDRESS MROVILLE, CALIFORNIA BATE ?? 2/23/93 BRUNO AND HAWKINS - ENGINEERING 20 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 !91.61 095-1125 NOTE - REFERENCE PLANE BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECT�ICALLY NOTED HEREIN. 7 Sia Aff VMAA o. 18693 � `nye REN. -4 Q� tlU 116 COUNTY BUILDING DEPARTMENT APPROVED o/3-� oofo 2 Gf cD4 D f':-S—C UJ--� �1 Z 19,Si c c., l c-f�- 3 4 T R-JST-1 -----------=------------------------------------------------------------- 3; 05 F'ti - REV 2-17-93 ------------------------------------------------------------------------- I JOISTS 2/'23/93 DESCRIPTION » FJ -1 1> -------------GENERAL DATA-----------l----------APPLIED LOADING ----------- SPAN LENGTH > 19.500 FEET !LOAD DURATION FACTOR > 1,O00 SPACING > 12.000 IN O,C. iDEAD LOAD .015 KSF JOIST/NAIL/GLUE. ? G J/G/N !LIVE LOAD > .040 KSF REPETETIVE ? , (.YiN) TOTAL LOAD > .055 KSF LL DEFLECTION Li 480 !TRIBUTARY LOAD > .055 KLF TL DEFLECTION., L/ 240 !CONCENTRATED LOAD> .660 KIPS !ED. UNIFORM LOAD > .000 KSF ---------------------------MEMBER DESIGN LOADS ---------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 2.614 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .536 KIPS USE FOR JOIST DESIGN MAX REACTION > .536 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD MAXIMUM MOMENT > .O00 FT -KIPS LOAD AT MIDSPAN TYPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION ? .O00 K1F'S MAX REACTION > .000 KIPSUSE FOR CONNECTOR DESIGN --------------------------------- JOIST DATA ------------------------------- MEMBER 11.88 TJI/25DF MOMENT SHEAR.. JOIST NAILED G/NAILED DEPTH SERIES K 4.375 1.420 .000 .000 322.O00 11.880 25DF 2.7100 ALLOWABLE MOMENT :> 4.37= FT -KIPS ALLOWABLE MOMENT WITH LDF > 4.375 FT -KIPS 2.614 FT -KIPS •ALLOWABLE SHEAR KIPS ;OK:: ALLOWABLE SHEAR WITH LDF > 1.420 KIPS > .536 KIPS I - JOIST GLUED AND NAILED > 322.O010 INA 4 00 --------------------------------DEFLECTIONS------------------------------ DEAD LOAD DEFLECTION > .173 IN. LIVE LOAD DEFLECTION > .461 IN. L/ 508 <.OK TOTAL LOAD DEFLECTION > .634 IN. L/ 369 COK> wUx = X2272(, w Pj, Z: 6 %- (, o I �,) / 4�— !:��C,:;-CGS ",g, to ,GS Uc 4P � �•�-� � t2s�/o lzs'"x �2'' �c-✓4-� 9 P� SSBN 4 � ________------__--_--__---_—_--__---__--__- REV 2'11'Y3 SIMPLE SPAN BEAM - UNIFORM LOAD -------------------------------- _______________ ' 0ESCKlPTlUN >> 8B-1 >> . L---- -------------- SP DATA ---------- (L) '> 16.00V F[E; |L8F > 1.25 ----------------ACT0NS-- ------ UNIFORM DEAD LOAD > .00 KlPS/FT, 59 X TL UNIFORM LIVE LOAD } .128 KIPS/FT 41 7, 11- UNIFORM LUNlF0RN TOTAL LOAD > .316 KIPS/FT [ND REAC7[8NS....................... DEAD LOAD } 1.504 . KIPS LIVE LOAD > 1.0214 KIPS TOTAL LOAD > 2.15126 KIPS DESIGN L0AUS....'...................... TOTAL LOAD MOMENT (M) > 16.112 FT-KlPS <W*Tlt��/O> TOTAL LOAD SHEAR (V) > 2.528 KIPS <NTi$L/2> --------------------------- LUMBER DESIGN VALUES --------------- OAS[ VALUES SPECIES GRADE Fb Ft v Fc -L F u E MEMBER ACTUAL WIDTH > 5.�N I 1 HEMD[K ACTUAL DEPTH > U.�0 INCHES ^ REPETITIVE (Y/N>? > N SIZE FACTOR Cf (APPLY TO Rb) } 11000 SIZE FACTOR Cf (APPLY TO Ft) > {.N@ S147[ FACTOR Cf (APPLY TO Fcu) > 1.000 REPETITIVE MEMBER FACTOR Cr > 1.NN Is compression flange latomliy supported ?=> Y \u ' > .000 FEET le .000 FEET Slenderness factor Cs 1000 Cv. 27,926 Adjustment factor > l.NN ADJUSTED VALUES SPECIES GRADE Fb FL Fv Fc'. Fcb DFL N a\'B M 1350 675 85 625 925 --------------------------------or^w n^r^__-_-______- �� Reduce shear for depth of beam fma :urport?> N S REQUIRED > 89.O8� lN^J Fb > �� PS{ J�17 PM 2/23/93 USE } 5.500 IN. '( 11.250 IN. S ACTUAL > 116.016 >> 89.884 <UK> A ACTUAL > 61.875 }> 44.612 <OK> l ACTUAL 652.5080 ------------------------------ DEFLECTIONS ------------- [ > 1600000 PSI TOTAL LOAD DEFLECTION > .446 IN. L/ 00 LIVE LOAD DEFLECTION > .0l IN. L/ 1062 DEAD LOAD DEFLECTION > .2651 IN. MINIMUMCAMBER > .�8 IN, <L5tDL DEFLECTION"/- --------------------------HB� MIN. 8k6. --- MIN. AREA > 4.045l�� Hl'. LENGTH > .7-33- {N. ASSUMING FULL 14I0H BEARING <OK> <OK} 0� l3•�S I SSBM 4 ------------------------------------------------------------------------ 3:44 P11 REV 2-I1-93 SIMPLE SPAN BEAM.- UNIFORM LDAP 2/23/,?T ------------------------------------------------------------------------ DESCRIPTION )> RB -3 --------------SPAN DATA------------ --------------GENERAL--------------- SPAN (L) ) 13.750 FEET �LDF r 1.25 --------------------------------ACTIONS--------------------------------- UNIFORM DEAD LOAD ) .167 KIPS/FT 60 X TL UNIFORM LIVE LOAD ) 112 KIPS/FT 0 % TL UNIFORM TOTAL LOAD ) .279 KIPS/FT END REACTIONS .............. ...........I DEAD LOAD `i 1.148 KIPS LIVE LOAD % .770 KIPS TOTAL LOAD ) 1.918 KIPS DESIGN LOADS ................:........... TOTAL LOAD MOMENT (M) ) 6.594 FT -KIPS WT11L42/8) TOTAL LOAD SHEAR (V) ) 1.918 KIPS ;WTL�Ll2) • --------------------------LUMBER DESIGN VALUES-------------------------- ASE VALUES BASE - SPECIES GRADE Fb r7t Fv r'c1 Fell E DFL ND1-HM 1350 6i5 MEMBER ACTUAL WIDTH ) 5:500 85 /625 925 1500000 INCHES MEMBER ACTUAL DEPTH :% ii.250 INCHES REPETITIVE (Y/N)" N SIZE FACTOR Cf (APPLY TO Fb) ) 1.666 SIZE FACTOR Cf (APPLY TD Fti 1.000 SIZE FACTOR Cf (APPLY TO Fcai ) 1.000 REPETITIVE MEMBER FACTOR Cr > 1.000 Is compression flange laterally supported ':'_% Y III ) 000 FEET le % .000 FEET Slenderness factor Cs ) .000 Ck ) 27:920 Adjustment factor ) 1,060 ADIIUSTED VALUES •SPECIES GRADE Fb Ft Fv Fc1 Fca E DFL NO1-B!A 1350 675 85 625 925 1600 066 --------------------------------BEAM DATA -------------------------------- Reduce shear for depth of beam from support?) N S REQUIRED ) 58.609 IN^3 Fb ) 135+) PSI A REQIUIRED ) 33.849 IN''2 Fv ? 85 PSI USE ) 5.500 IN. R 11.251+ IN. S ACTUAL % 116.016 % 58.609 1% 11 A ACTUAL ) 61.875 )) 33.849 K00 I ACTUAL ) 652.598 ------------------------------i;EFLECTI+ONS------------------------------- 1600600 PSI TOTAL LOAD DEFLECTION :215 tN. L/ 768 en -0 LIVE LOAD DEFLECTION % .086 IPJ. L/ 1917 LEAD LOAD DEFLECTION ) 129 IN. MINIMUM CAMBER ) 1193 IN. 1.5KDL DEFLECTION? --------------------------CHECK MIN. BRG. AREA-------------------------- MIN. AREA % 3.069 iN-'2 MIN. LENGTH :558 IN. ASSUMING FULL WIDTH BEARING wi 12.33 VV -t- = j C,o31) fg -4-020 2 -7,14 r2S i° 3, /Z CP /2S% I I r_Gxio� ��S,z✓ S'Z� a�- 0 IID 191S ►'�/d Q= ZZ/22 C, 0 2 1 1 t- . O Z. O= S58M 4 ------- --------------------------------- REV 2-11-93 SIMPLE SPAN BEAN - UNIFORM LOAD ------------------------------------------------------- -- DESCRIPTION » RB -5 DAN ------------ I -------------- HNERAL--------------- SPAN ill > 19,.756 FEET 1LDF > 1.25 --------------------------------ACTIONS----=---------------------------- UNIFORM DEAD LOAD > ,251 YIPS/FT 59 7 TL UNIFORM LIVE LOAD ,176 YIPS/FT 41 Y TL UNIFORM TOTAL LOAD > .427 YIPS/FT END REACTIONS DEAD LOAD > 2.479 YIPS LIVE LOAD > 1.738 YIPS TOTAL LOAD > 4,217 NIPS DESIGN LOADS TOTAL LOAD MOMENT (M) > 26,89-6 FT -YIPS (WTL*L"2/8> TOTAL LOAD SHEAR (V) > 4.217 YIPS (WT01./2> --------------------------LUMBER DESIGN VALUES-------------------------- BASE VALUES SPECIES GRADE Fb Ft Fy Fc1 Fca E DFGL 24F -V4 240A t15-0 165 1656 1800000 MEMBER ACTUAL WIDTH 5.125 INCHES d MEMBER ACTUAL DEPTH > 13.506 INCHES REPETITIVE !V/N)> N SITE FACTOR Cf (APPLY TO Fb) ) 987 SIZE FACTOR Cf (APPLY TO Ft) > 1.666 SIZE FACTOR Cf (APPLY TO Fca) > 1.666 REPETITIVE MEMBER FACTOR Cr > 1,060 Is compression flange laterally supparied `'_> Y 1U > 661% FEET le ,1+116 FEET Slenderness factor Cs ) ,61+6 CP > 22,216 Adjustment factor t,i+66 ADJUSTED VALUES •SPECIES GRADE Fb 1 Ft Fy FcJ- Fca E DFGL 24F -V4 1369 ii56 165 656 1650 1666606 --------------------------------BEAM DATA------------------------------- Reduce shear for depth of beam from supgort7> N S REQUIRED > 105,469 INA Fb > 2369 PS A REQUIRED > .38.333 IN"2 Fy > 165 PI USE > 5.125 IN. % 1_.75 IN. " S ACTUAL > 155.672 > %05.469 (OK) A ACTUAL > 69.198 /> X8.333 (OK.' 1 ACTUAL ? I -ii! D ------------------------------DEFLECTIONS------------------------------- 180A060 ------------------------------ 18+ii060 PS, TOTAL LOAD DEFLECTION r .773 IN L/ 307 LIVE LOAD DEFLECTION > 319 IN. L/ 744 (+FJK> DEAD LOAD DEFLECTION .454 IN. MINIMUM CAMBER ? .661 IN. (1.501 DEFLECTION) --------------------------CHECK MIN. BRG. AREA-------------------------- MIN. AREA 6,487 INA, MIN, LENGTH > 1.266 IN. ASSUMING FULL WIDTH BEARING �- :3 11 u I 3 -..• m 'III m m m e 6=, 6=, C.1 47 II 1 I 11 111 C" 11 11 x:• C G 11 11 I :L 1 :17• IT 1_1 11 C 71 y -i -i :-n a) i=- a) 1 ., Cf.Y Q 1=3 'T_G' .�. .-• IV sJ ! SIL • G- 1 1 I � C n G"1 rJ � G .-. n -Q l.r-1 1 I.l I -1 T.+ T• f_7 la;) I- r- -1 -i -i -i •-+ 3,`• •- •--. z 1 I � Ta Cl l-7 C7 G m 1 1 IT 'r'1 - C] -i 1 1 .+] T ?] �, a] m m m ill rn � 1 R � nJ � T 1 m n^1 m b C 21 ''Z' -•• Z U"1 f n C 1 11 1 1 --i IJ9 ITl G -i --i 1 I O _+ r-, I= 1 rl rte] 1� 1= 1= In rt 1 1 .-. 1Y) T rt r . f- In -ry r,- r 1 I r� :fl m r-. ]:. x> m F' -i lrA 1 1 ?J x• m C 1 1 a C I--j r- T.. 1 I J7 _7 m .. �. n ac• .H 1 I txl Z 7'C:I K mY. IT -� S: •-r 1.1 r-+ Iv I 1 -i TI I 1 C:] C7 :)i 1 1 YJ • . :Tr IT'1 'rl III m 11 1S. t7 C rS, ~ 1 I m rrJ Y 1:; _m 1 IL n I � Z Zv TI 21 4 1 1- rl r'n IT S :�1 :t t I � r, 1 r, l ry 1 1 -4 V IT• r rl .J>r r , 1.1 :�.-' a 1 r o m :3 3�• -O rri .� G I`J I I -n r_" "Tl Cl TI Ul - -I I 1=:1 1 •-'+ .Zl -"- m -O --i IT :�' r IT 1 1 O '- r11 Iz, ITy r='1 r-J 2 x* S T rvl Il•Y Ifl �� , +.. \ r--. J r.) 1 1 •Yw• m Q r) �_ ' ►s m Q 1-r :� 1 I ❑-1 co ..--o co IT .? IJ) 'T ff) I I C-J Z, Si J - .L1 771 T T ;ZI rJ7 co u� rn i A m r-r Z c tz, a-'rl v I 1 2 -i cc r-•1 I x -i .sa r--r 1 I 1 -o r-- rJ:l xl xl rrl I .. 'V •.f ITI v -- r-ai'Y R'1 n'I I't•l IT1 =i -i m cn t l rm. C7 3 i 1 1 r:L •c m -n x> CL G m -T' I :b• I m Irl c� I;j:1 :X1 — •- 1 1 r+.7 m co x• '--1. 1 •.-. m na a h I 1 �) Zn rj I -i 1 u, m I. 1 1- n Z. 1 x• c7 - v •~• ]Y. 1 • • . -I fJl I • 1 1� 1 IT 3.' TI `. m .-..'_' ---1 1 I •T Tl m y` 1_.A :n m :%J m ;L`• r_7 1 -�] 1 m 1 ::r_I m - I 1 1 W C> Iva .Ja z:. I ca •_. I_.n ,- -_ 1 t . rl -- m :7] cn 1-a rr n:l 1x1 r,.J 1 r_-. 1 •�:+ TI I.. m . CI Za r� :3> r7 -1 G,J 4. GJ ",'1 O 1 1 07 rJa 1 t R1 TI 1 1 1'-r -• I 1 -1-. •• Z 'Tl_ -i t=3rJ7 Z .-i 7c, 7 UJ V] IMr-. :r • •--+ -ry ;l :Z4 1J t lr) 1 Irl ^ -Az- 4.1 VI ..r. r-,j n.) M,l •,A rrl • -.-+ h) ?] r-r P• 1� G:1 • :� L.CCI - r n _ ITY E rJ7 U.1 rfl3- ---1 m . -•1 •G.. ' 1'..:1 D- -A hn .-- V --0 m "' h.:l .J=• rrj -4 Ti -G •.(A 2 r-n t-1 G 1:0 x+ :n ti` m T 1 m 1 1 xl I I . ' r--r L•J r-. �, -'T1 Z --I -^. 3r ,, El I 1 t '- C r, J rJ) •-1 1 -i -1 1 I--_ 1=r 1 M L I 'J• .•-.. 1--n 1 I 'YI "r1 T1 r_•• TI i TI 1 - 1 rn jTl 'TYT -p -� C'1 -11I.1 1 1 1 1 f- 1-' I 1 -n C] •- LI') %p I m n- 1 I 1 cn cn • TJ � t 1 �. 1 1 rj -i 1 ILI 1 1- I Z C s I I 1 f_ri 1 fJJ 1 T 1 1 1 I u PT FTG2 4:17 PM -----------------------------------------------7------------------------ REV 3-31-92 POINT FOOTING 2i23/93 DESCRIPTION)?F-2 -------------LOAD DATA -------------'--------------SOIL DATA------------- POINT LOAD ? 5.660 KIPS SOIL BR6 CAPACITY? 1.500 KSF UNIFORM LOAD ? .000 KIPSIFT LIVE LOAD 'L ? 80.000 1 ------------CONCRETE DATA ----------)----------REINFORCING STEEL --------- CONCRETE F'c 2.500 KSI STEEL Fy 40.6100 KSI m CONSTANT ? 15.E+2j FACTOR .900 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE ? 2.160 FT. FOOTING THICKNESS(t) ? 12.060 IN. •DISTANCE TO REINF(d) 8.000 IN. FOOTING WEIGHT 700 KIPS TOTAL P AXIAL ? 6.360 KIPS TOTAL BEARING PRESSURE > 1.363 KSF ,00 NET BEARING PRESSURE ) 1.213 KSF FACTORED BEARING PRESSURE ? 1.990 KSF (1.7kL+1.4tDL) . ----------------------------FOOTING STRESSES ----------------=----------- DIAGONAL TENSION - FACTORED LOADS - ONE NAT ACTION {OK? Vu=(P net)t(EFFECTIVE AREA) ? 3.209 KIPS Vn=Vc=2(F'c)^.5thwtd ? 20.736 KIPS fi Vn ? 10.662 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION ;OK? • Vu=(P net)t(EFFECTIVE AREA) ? E+.396 KIPS Vn=Vc=4(F'c):;.5thatd ? 51.200 KIPS 0 Vn ' 46,080 KIPS -------------------------FOOTING REINFORCEMENT-------------------------- Mu=(P net)tbl"./' ? 1.160 FT-KIPSlFT REQUIRED Rn=(Mu/0')hd``2 ? 20.144 PSi REQUIRED (BENDING MOMENT) ? .0005 REQUIRED As ('BENDING MOMENT) ) .049 IN'2/FT = 105 IPi''2 MIN. REQUIRED P UBC 2610(f) ? .0007 337. INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) 065 INA2/FT = .140 IN Al MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT—il NO, 4 BARS E.W. 1 NO. 5 BARS E.W. i 1 NO. 6 BARS E.W. I NO. 7 BARS E.W. 1 PT FTG2 4.17 PM ------------7----------------------------------------------------------- M) ti -3i -tit P IT FOOTING 2 INf2'_•;y; 7ESL:IPTIUid'.';F- -------------LOAD DATA-------------1--------------SOIL DATA ------------- POINT LOAD 6.?70 KIPS :SOIL BRG C AP'ACITY\ 1,500 K -;-F UNIFORM LOAD } ,i00 K:IPSiFT LIVE LOAD ti 80.000 ------------CONCRETE DATA ----------1---- REINFORCING STE_1--------- CONCRETE F'c ) 2,5001 KSI ;STEEL Fy 40.0110 VSI m CONSTANT 1x.824 0 FACTOR ` 900 ------------------------------FOOTING DATA-----------------------------.- FIInTTM- r fi17E ^." ;1i FT, EilPTINI; THI%%;NESS(() i i2 11 O !Nd •DISTANCE TO REINF(d) 8,(100 IN: FOOTIN5 WEIGHT ` ,914 KIPS TOTAL p AXIAL 7.744 KIPS TOTAI BEARING PRESSURE I.V7 KSF "'''` NET BEARING PRESSURE 1,277 )CSF FACTORED BEARING PRESSURE : ;073 KSF (1,74LL+1:4 5L) ---------------------------- FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION \'00, Vi!=(P net)t(LFFEi:TIVE aREA) 4:1157 KIPS Vn=Vc='(F'c)":'tLh9d 22,'69 KIPS 0 Vn 20,131 KIPS DIAGONAL TENSInP, - FaCTORCD LEADS - TWO WAY ACTION <;OK;. •Vi_=(P net)I(EFFECTIVE AREA) ) 10.435 KIPS Vn=Vc=4(F'c)''.5lb0 d 511200 KIPS 0 Un ? 46.026 KIPS -------------------------FOOTING REINFORCEMENT ---------------------- --- M=(P net)Yh1F•2/ ) 1,421 FT-k'IPS./FT REQUIRED Rn=(M!t/V,)hd"2 ; 24..664 PSI REQUIRED 9 (BENDING MOMENT) . ,0006 REQUIRED As (BENDING MOMENT) ? .066 !N'2/FT = .139 W2 MIN. REQUIRED p UBC 2610(f). t ',(IAOB 73% INCREASE APPLIED MIN. REQUIRED As UBC 2610(;) ; ,079 !N^2/FT = :185 IIIA" MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 I NO. 4 BARS E.W. I NO. 5 BARS E.W. i NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 m PT FTG2 4.1E PM -------------------------------------------------------------------------- REV'3-31-92 POINT FOOTING 2.123/9: DESCRIPTION??F-4 -------------LOAD DATA ------------- i -------------- SOII DATA------------- POINT LOAD > 4.220 KIPS !cfill BRG CAPACITY? 1.500 KSF UNIFORM LOAD ? 1,940 KIPSiFT LIVE LOAD X ? 80,666 ------------CONCRETE DATA---------- ---------REINFORCING STEEL --------- CONCRETE F'c ? 2.500 KSI !'TEEL Fv > 40.606 1::51 !� CONSTANT ? 19.024 0 FACTOR ? .900 i ------------------------------ FOOTING_IATA------------------------------ FOOTING SIZE ? 2.670 FT. FOOTING THICKNESS(t) ? I2,000 IN. •DISTANCE TO REINF(d) ? 0.000 IN. FOOTING WEIGHT ? 1.069 KIPS TOTAL P AXIAL ? 10.469 KIPS TOTAL HEARING PRESSURE ? 1.459 KSF <OK? NET BEARING PRESSURE ? 1.319 KSF . FACTORED BEARING PRESSURE) 2.162 KSF (1.7tLL+1.4tDL) =---------------------------FOOTING STRESSES ---------------------------- DIA50NAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK`) Vu=(P net)l(EFFECTIVE AREA) ? 5:783 KIPS Vn=Vc=2(F'd".5!bw9d ') 25.632 KIPS 0 Vn ? 27.069 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION 010K. .Vu=(P net)HEFFECTIVE AREA! ? 14.455 KIPS Vn=Vc=4(F'c)'',5tbo4d 51,2ini KIPS 0 Vn 46.080 KIPS -------------------------FOCTING REINFORCEMENT -------------------------- Mu=(P net)1bl''2/2 ? .1.927 FT-KIPS/FT REQUIRED Rn=(Mui0lbd"2 ? 33.454 PSI REQUIRED p (BENDING MOMENT) > .0000 REQUIRED As (BENDING MOMENT! ? . H! lN''2iFT = .216 1N"2 MIN. REQUIRED R UEC 2610(f) ? .001137. INCREASE APPLIED MIN. REQUIRED As UBC 2610(+l ? ,108 IN''2%FT = .297 IN''2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 2 NO.: 4 BARS E. 11. i 1 NO. 5 BARS E.W. i 1 NO. •6 BARS E.W. I NO. 7 BARS E.W. i I R�fia, � � h v� a.(ls 5 Z4 -r, _ , o (.,j kZ 4- o' -Cul- (::>Z 2-( o (5-) 22'/ (k vQ f-\ < cr3 e, So r c-�,A � Z, 0 ,r r CJS � -e � 5 ►�1-5 3 . o , �1--: o Ca� :See 7 - �, 3 '6 �efarh,K�, waQ.2 e,.•-FYy v� arcr 2512 1= q'� -Sr- + I o C, o 5� i .3,0r� 4,o ` D' 3 W a Z I CONCRETI 4:91 PM ------------------------------------------------------------------------ REV 2-22-93 ---------------------------------------------------------------------=--- CONCRETE RETAINING WALL 2/22/93 DESCRIPTION ))RETAINING WALL AT GARAGE )) ------------------------------GENERAL DATA ------------------------------ WALL TYPE ) 2 1 =) SUPPORTED 2 =) CANTILEVERED LATERAL LOAD TYPE) 2 1 ='r WIND/EARTHOIJAKE 2'=) SOIL PRESSURE BAC%FILL SLOPE ) 0 HORIZONTAL 0 VERTICAL SOIL WEIGHT ) .110 KCF --------------------------------LOADING--------------------------------- Wdl MINIMUM )..000 KIPS/FT Wdi + WI1 MAXIMUM ) .612 KIPS/FT EFP : .030 KCF SLOPING BACKFILL SURCHARGE::> .000 KCF TOTAL EFP :i 10.36. KCF SURCHARGE ) 2.000 KIPS SURCHARGE HEIGHT ) 2.9%9 tE- 11FOR RETAINING WALLS UNIFORM LATERAL LOAD ) .000 KSF :EARTHQUAKE/WIND LOADING -----------------------ALLOWABLE DESIGP! STRESSES------------------------ xBtSQILRP& ALLOWABLE PASSIVE (VERT,) ) 1.500 KSF ALLOWABLE PASSIVE (HORIZ.I) .150 KSF/FT DEPTH llBCONCRETEi$# f' c ) 2.500 KSI fy ) 40.600 KSI Ec j 30000600PSI m i?.62a --------------------------------WALL DATA -------------------------------- CANTILEVERED WALL MAY USE VARYING THICKNESS SEGMENTS SEGMENT wdl ACTUAL t ACTUAL d MAX. d 1 0Of) TO 3, ii06 .225 6.0;10 1.000 3.500 2 .004 TO .000 .040 .040 .404 .004 3 , 000 TO .1000 .000 , 000 .000 .000 • SEGMENT bid' -2 M FACTOR Biu Mr As 1 108.000 .528 1,760 .697 .997 .136 L .41111 .000 1.700 . U00 , 044 .000 3 .000.000 I.700 .00n .000 OOii I 2( ---- -------------------------- V;ALL REINFORCING ----------------------------- SEGMENT 1 HORIi. As MIN, i .190 IN''2 VERT. As MIN. :> .108 IN42 CALCULATED As .136 IPJ`'2 VERTICAL HORIZONTAL #4 AT l7 IN. O.C. #4 AT 13 IN. O.C. #: AT 18 IN. O.C. #5 AT 18 IN. O.C. #6 AT 18 IN. O.C. #6 AT 18 IN, D.C. #7 AT 18 IN. O.C. #1 AT ip IN. 0.C. fib AT 16 IN. O.C. #C+ AT 18 IPJ. O.C. SEGMENT L HORIZ. As MIN. .000 IN`'2 VERT. As MIN, ? .000 IN^2 CALCULATED As .000 IN"2 VERTICAL HORIZONTAL 04 AT ) IN. O.C. #4 AT 0 IN. D.C. #5 AT C IN. O.C. #1: AT 0 IN. O.C. #6 AT 0 IN. O,C. #6 AT 0 IN. O.C. #7 AT 0 IN. O,C, 47 AT 0 IN. D.C. •#8 AT 0 SEGMENT 3 IN.' O.C. #8 AT 0 IN. O.C. HDRIZ. As MIN. ? . W IN^2 VERT. As MIN. i 000 W1141 CALCULATED As i .000 IN`'2 VERTICAL HORIZONTAL #4.AT 0 IN. O.C. #4 AT 0 IN. D.C. #5 AT 0 1N. O, C: #5 AT 0 IN. O:C: #6 AT 0 IN, O.C. 46 AT n IN: O.C. #7 AT 0 IPJ. D.C. #7 AT - (I IN. O.C, #8 AT 0 IN. O.C. #8 AT 0 IN. O.C. --------------------------------FOOTING DATA ------------------------------ TOE LENGTH :; 1.000 FEET SAFETY FACTFIR 1,799 HEEL LENGTH 1.330 FEET SOIL PRESSURE 1,221 MINIMUM FOOTING LENGTH > .000 FEET ACTUAL FOOTING LENGTH (L)) 2.830 FEET FOOTING DEPTH) 12.000 INCHES •----------------------OVERTURNING AND SOIL PRESSURE-----------=--------- CONSIDER FTG DEPTH FOR GROSS OTM AND SLIDING ? (r/N) y OVERTURNING MOMENT (OTM) :? 1.018 FT -KIPS Wl ARM MOMENT -------------------------------------------------- Wdl min. .000 KIPS 1.250 FEET --------------------- .000 FT -KIPS Wd-i+V111 .61'2 KIPS 1.200 FEET .165 FT -KIPS SEGMENT 1 .225 KIPS 1.250 FEET .281 FT -KIPS SEGMENT 2 .000 KIPS 1.`0 FEET .000 FT -:IPS SEGMENT 3 .000 KIPS 1.250 FEET .000 FT -KIPS SOIL .439 KIPS 2.165 FEET .950 FT -KIPS FTG .425 KIPS 1.415 FEET .601 FT -KIPS ------------------------------------------------------------------------ EWdl min: 1.086 KIPS EMdi min) 1.832 FT -SIPS EWdl+Wil? 1.700 KIPS EMdl+Wll> 2.597 FT -KIPS ------------------ OVERTURNING AND SOIL PRESSURE CONT ---------------- EMdl min./GTN > 1.144 > 1.5 EOK> ECCENTRICITY (e) ) .486 FEET (A/2-ICM-OTM/EWi> L/6 ' 472 FEET L' > 2.756 FEET QIL/2-e> RESULTANT LIES OUTSIDE MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE > 1.221 KSF 42aiWtI/L'i> MINIMUM SOIL PRESSURE > -.119 KSF ----------------------------NEELITOE DESIGN ----------------------------- litHEEL DESIGNBti HEEL LENGTH > 1.330 FEET M > .292 FT -KIPS d > 8.000 INCHES As MIP; .0�,R IN"_ #4 AT 48 IN. O.C. #5 AT 48 IN. O.C. #6 AT 48 IPJ. O.C. #7 AT 48 IN. D.C. #8 Al 48 IN. O.C. #f4TOE DESIGNt$t •TOE LENGTH r 1.000 FEET MAX SOIL PRESSURE > 1.221 KSF SOIL PRESSURE AT FACE OF WALL > .783 KSF M MAX AT FACE OF WALL > .537 FT -KIPS d B4O0i) INCHES As MIN > .051 IN"2 #4 AT 46 IN. O.C. #5 AT 48 IN. O.C. #6 AT 48 IN. O.C. #7 AT 48 IN. O.C. #8 AT 48 IN. O.C. -------------------LONGITUDINAL FOOTING REINFORCEMENT------------------- As MIN > 815 INA! #4 BARS 3 #5 BARS 2 #6 BARS #7 BARS • 2 #8 BARS • -----------------------------LATERAL SLIDING ---------------------------- Rt > .060 KIPSIFT h i, 589 KIPS/FT. LATERAL SLIDING COEFF. ? .2750 .171 KIPSIFT LATERAL SLIDING RESISTANCE) .0011 !ii)u;iF5;FT ALLOWABLE LATERAL PASSIVE PRESSURE `. I50 f;SF/FT DEPTH LATERAL PASSIVE PRESSURE PROVIDED ? .075 KIPSIFT (FOOTING ONLY> NET RESISTANCE PROVIDED 347 i'iF'SiFT ;FOOTING CNL 1`i FACTOR OF SAFETY i .589 'NO GOOD! SHEAR KEY MUST PROVIDE r 537 KIPS LATERAL RESISTANCE EQUIVALENT DEPTH CF SHEAR KEY i 3.496 FL— (MAXI?i!!M I" > ALLOWABLE LATERAL PASSIVE PRESSURE ) .5274 KSF <'AT BASE OF KEY`. ALLOWABLE LATERAL PASSIVE PRESSURE i .6627 KSF :AT BOTTOM OF KEY) SHEAR KEY REOUTRED DEPT > iI,000 INCHES SHEAR KEY MOMENT 2759 FT -KIPS SHEAR KEY ?HICk;NESS :> 9.0110 INCHES d 4.000 INCHES As MIN. ` .049 INP? 44 AT 47 IN, C.C. #5 AT 48 IN. O.C. #6 Al 48 IN, 0... nlAT 48 IN, C_C. #8 AT 40 IN. C.C. ------------------------------------------------------------------------ 11 Z3 CONCRETI 4;43 PM ------------------------------------------------------------------------ REV 2-22-93 CONCRETE RETAINING WALL ------------------------------------------------------------ ----------- DESCRIPTION ))RETAINING 'WALL Al GARAGE - --------- ------------------GENERAL DATA------------------------------ WALL TYPE ? 2 1 =? SUPPORTED 2 =? CANTILEVERED LATERAL LVAD TYPE? 2 1 =? WIND/EARTHQUAKE 2 =? SOIL -PRESSURE BACKFILL SLOPE ? 0 HORIZONTAL 0 VERTICAL SOIL WEIGHT ? .110 KCF -------------------------------- LOADING --------------------------------- WdI MINIMUM ) 060 KIPS/FT _ Wdl + %-I'. II MAXIMUM .612 KIPS/FT EF. .030 KCF SLOPING BACKFILL SURCHARGE) 000 KLCF TOTAL EFP f 03n KCF SURCHARGE ? 2.000 KIPS SURCHARGE HEIGHT ? 2,909 FEET !FOR RETAINING WALLS UNIFORM LATERAL LOAD ? .000 KSF IEARTHOUAKE/WIND LOADING •-----------------------ALLOWABLE itlSOILtlt DESIGN STRESSES ------------------------ ALLOWABLE PASSIVE (VERT.) ? 1.500 KSF ALLOWABLE PASSIVE (HORIi,)) ,150 KSF/FT DEPTH iiiCONCRETEiii f'c 2,500 KSI fy ) 40.060 KSi Es ? 3000000opsI -------=-----------------------WALL DATA -------------------------------- CANT!l-EVEJRED WALL MAY USE VARYING THICKNESS SEGMENTS SEGMENT wdl ACTUAL t ACTUAL d MAX. d 1 ,000 TO 4.000 .300 6.000 3,000 3.500 2 .000 1 D , floil .000 , 000 .000 060 3 ,titin T1) .0(10 00) .000 , 000 000 • SEGMENT bid'`. M FACTOR Mu Mn As 1 108.000 1.018 1.100 1.131 1.92? .203 .000 tip(1 )„ 100 .000 .0;:0 of) (I 3 , 606 660 1.166 .Olin tutu .000 2S -----------------------------WALL REINFORCING----------..._ SEGMENT 1 HORI1. As MIN, ;180 IN``2 VERT. As MIN. ` 1;18 CALCULATED As ` "0? IN"n VERTICAL HORI?GNIAL 44 AT 11 IN. O.C. 44 AT 13 IN, D.C. #5 AT 18 IN. D.C. #5 AT 18 IN. D.C. 46 AT 18 IN. O.C. #6 AT 16iIN. G.1.. #7 AT 18 IN. B.C., #7 AT 18 IN. O.C, #8 AT 19. IN. G.C. 48 AT 15 IN, G.C. SEGMENT 2 HORIi, As MIN, ) .000 Iif''i' n, VERT A- MIN. ', ili+(� T'.;^? y.. CALCULATED As z VERTICAL 1Ir� ',' IAi u.. LU . L 44 AT 0 IN, O:C, 44 AT i+ I)!. D. C, #5 AT +: IN. C._. #5 AT 0 IN. G,C. 46 AT 0 IN. D.C. #6 AT IN, G.C. #7 AT 0 IN. G.C. #7 AT 0 IN. I].C. • #8 AT 0 SEGMENT 3 IN, O,C #9 AT i IN J' HORIZ. As MIN. > Unfi INA UERT. As MIN, f1v. TNAJ -CALCULATED As VERTICAL HORIZONTAL 1 #4 �T .i 1N ,��, O.C. #4 AT i i IN. G.��. U. 5z AT 0 ,N C. u5 AT n II r #6 AT 4 IN, O. C, #6 AT 1i IN: O,C, #7 AT I IN. D.C. #7 AT 0 IN, 0,C. 48 AT IN, 0.C. H 'A 1' N. 0.r. raGTING DATA------------------------------ ------------------------------ TnE LENGTH __. SAFETY FACTOR _.od6 HEEL LENGTH ? 1.500 FEET SOIL PRES, SURE !,354 MINIMUM FOOTING LENGTH .000 FEET ACTUAL FOOTING LENGTH (L) ) 3.250 FEET FOOTING DEPTH ) 12.000 INCHES • ----------------------OVERTURNING AND SOIL'PRESSURE--------------------- CGidSIGER FTG DEPTH FOR GROSS OTM AND SLIDING ? (Y/N)) Y OVERTURNING MOMENT (GTM) ) 1,716 FT -KIPS - N ------------------------------------------------------------------------ ARM MOMENT Wdl min,. Ono KIPS1.500 FEET .4cic1 FT -KIPS Wdl+Wll ,612 );IPS 1.504 FEET .418 FT -KIPS SEGMENT 1 .304 KIPS 1,504 FEET .454 FT -KIPS SEGMENT 2 ,il;iil KIPS 1.500 FEET .000 FT -KIPS SEGMENT 3 .000 KIPS 1,506 FEET .600 FT -KIPS SOIL 664 KIPS 2.500 FEET 1.654 FT-K.IPS FTG .488 Kips 1.525 FEET .742 FT -KIPS ----------------------------------------------------------- Hall min) 1,448 ZIPS EMdI sin? 2.992 ------------- FT -KIPS EWdl+Wll) 2,0611 KIPS EMdl+Wll) 3.810 FT -KIPS Z( =-----------------OVERTURNING AND SOIL PRESSURE CONT ---------------- EM61 min./OTM i 1.686 ECCENTRICITY (e) ) .668 FEET <A/2-(£M-DTM/£W)) L/6 ) .542 FEET L' ) '..151FEET!?@Li2-e) RESULTANT LIES OUTSIDE MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE 1.350 KSF MINIMUM SOIL PRESSURE ) -.683 KSF ----------------------------HEEL/TOE DESIGN ----------------------------- ItIHEEL DESIGNS#'a HEEL LENGTH ) 1.566 FEET M ) .495 FT -KIPS d i 8.000 INCHES As MIN ? .647 IN42 #4 AT 48 IN. O.C. #5 AT 48' IN. O.C. #6 AT 48 IN. 0.C. #7 AT 48 IN. O:C. 18 AT 48 IN. D.C. 111TOE DESIGNttt TOE LENGTH ) 1.256 FEET MAX SOIL PRESSURE ) 1.354 KSF SOIL PRESSURE AT FACE OF WALL ) .797 KSF M MAX AT FACE OF WALL ) .911 FT -KIPS d 8.6.6.0 INCHES As MIN ? .086 IN^2 44 AT 27 IN. O.C. #5 AT 42 IN. D.C. #6 AT 48 IN. D.C. 47 AT 48 IPL O.C. 48 AT 48 IN. D.C. -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As MIN ) .936 IN`2 #4 BARS 4 #5 BARS 3 #6 BARS 2 47- BARS • 2 #8 -BARS Z? -------------------------- ---- LATE RAL SLIDING---------------------------- Rt ,000 KIPS/FT R6 ) .811 KIPS/FT LATERAL SLIDIN+: i_OEFF, p .250 ,3562 KIPS/FT LATERAL SLIDING RE`_.ISTANCE\ 'A0() ;000 P5/FT ALLOWABLE LATERAL PASSIVE PRESSURE . 156 KSF/FT EF; T! LATERAL PASSIVE PRESSURE PROVIDED i 075 KIPS/FT tFOOTING ONLY) NET RESISTANCE PROVIDED ? 47 KIPS%FT (FOOTING OILY? FACTOR OF SAFETY ,5.8 iii crrni H��R k` �„eT 111.>_ :s B' KIPSATEF'AL r ctcrAs,,E EOUIVALE\T DEPTH OF .HEAR KEY 4;1;49 FEET (CA:rIML!M 15" ALLOWIABLE LATERAL PASSIVE PRESSURE 6017 K -l'F CAT BA`'F OF 1 BI LATERAL RS.,TVr PRESSURE , �- TI F :F,.,. AL__,WA E P.._v_ _ R ,M G "AT BOT 13M.O. it_.? SHEAR KEY REQUIRED DEPTH 14.000 I\CrE e SHEAR KEY MOMENT - .49 FT -KIPS SHEAR KEY THICKNESS B.i'Oi INICHE S L 4,000 INCHES As MIN. i .094 IN'`2 D4 AT 24 IN. B.C. n5 AT ?9 IN, O.C. 46 AT 48 IN. O.C. ##7 AT 48 IN. B.C, ¢8 AT 46 IN. O.C. --------------------------------------------------------------------- -- Zg i_04,CRET1 4:45 PM ------------------------------------------------------------------------ REV.2-22-y3 CONCRETE RETAINIPG WALL 2(;2;9'3 ------------------------------------------------------------------------ DESCRIPTION >>RETAINING WALL AT ENTRY -=----------------------------GENERAL DATA ------------------------------ WALL TYPE > 2 1 =; SUPPORTED _? CANTILEVERED LATERAL LOAD TYPE> 2 1 =? MIND/EARTHQUAKE 2 => SOIL PRESSURE BACKFILL SLOPE > n HORIZONTAL 0 VERTICAL SOIL WEIGHT > .110 KCF -------------------------------- LOADING --------------------------------- WWl MINIMUM .000 KIPS/FT Wd1 + Wil MAXIMUM > ,744 KIPSiFT EFP ` ..030 KCF ; SLOPING BACKFILL SURCHARGE) 000 KCF TOTAL EFP ) .030 KCF 1 SURCHARGE >' .000 KIPS SURCHARGE HEIGHT > O.O.A. FEET )FOR RETAINING WALLS UNIFORM LATERAL LOAD .000 KSF ;EARTHQUAKE/WIND LOADING •-----------------------ALLOWABLE DESIGN STRESSES------------------------ titSOILit! ALLOWABLE PASSIVE ('VERT.) > 1.500 KSF ALLOWABLE PASSIVE 1HORit.;•> 150 KSF/FT DEPTH tStCGNCRETE389 c ) 2.500 KSI CT > 40.006 KSI Es ) 30000000PSI m :> 1+.824 -------------------------------WALL DATA -------------------------------- CANTILEVERED WALL MAY USE VARYING THICKNESS SEGMENTS SEGMENT wd" ACTUAL t ACTUAL U MAX. .l 1 ,000 TO 3.000 .225 6.000 3.000 3. 56f, 2 .000 TO .000 .000 .000 .0011 .000 3 .000 TO ,000 .000 .000 .000 .000 • SEGMENT 6ld+'`2 M FACTOR Mu Mn As i 108,066 .135 1.700 .230 .255 .034 2 ,011(1 ,I)oo 1,7011 ,000 1000 ,0lo 3 .000 .000 1..700 .000 .000 000 a w 10 29 ----------------------------WALL REINFORCING------------------------------ UGMENT I HORII. As MIN. ? .180 VERT, As MIN. .108 IN^2 CALCULATED As ,;?34 re.I:,2 VERTICAL HORIZONTAL #4 AT' 18 IN. D.C. #4 AT 13 IN. O.C. #5 AT 16 IN. O.C. #5 AT 18 IN. O.C. #6 AT 18 IN. O.C: #6 AT 18 "IN. O:C: #7 AT 18 IN, O.C. #7 AT 18 IN. D.C. #8 AT -18 IN. O.C. #8 AT 18 IN, O.C. SEGMENT 2 HORIZ. As MIN. ) .066 INA? VERT. As MIN; ) .066 IN^2 CALCULATED As > ,fi i? INA2 VERTICAL HORIZONTAL #4 AT 0 1N. D.C. #4 AT 0 IN. D.C.- #5 AT 0 IN. O.C. #5 AT i; -N. O.C. #6 AT 0 IN. D.C. #6 AT 0 IN. D.C. #7 AT 0 IN. D.C. #7 AT IN. O.C. #8 AT 0 IN. O.C. #8 AT 6 IN. O.C: SEGMENT. 3 uORIZ. As "MIN,:> i;0. iN^2 VERT. As MIN. ? .000 INj2 CALCULATED As } '006 INA 2 VERTICAL HORIZONTAL #4 AT 0 1N. 13. C. #4 AT 0 TN. D.C. #5 AT iI IN. D.C. #5 AT i; IN. D.C. 46 AT 0 IN. O.C. 46 AT 0 IN. O.C. #7 AT 0 IN. D.C. #7 AT 0 IN. O.C. #8 AT 0 IN. D.C. 48 AT"1 1N. D.C. ------------------------------FOOTING DATA ------------------------------ TOE LENGTH 506 FEET SAFETY FACTOR : 1.369 HEEL LENGTH .750 FEET `SOIL PRESSURE ? .48i; MINIMUM FOOTING LENGTH ) 000 FEET ACTUAL FOOTING LENGTH {L) 1.756 FEET FOOTING DEPTH ;3 12.000 INCHES ----------OVERTURNING AND SOIL PRESSURE--------------------- • C-N-I-DE---FTC DEPTH FOR GROSS OTM AND SLIDING 7 (Y/N) Y OVERTURNING MOMENT (OTM) .320 FT-KIPS N ARM MOMENT -------------------------------- Wdi- min. .006 KIPS ---------------------------------------- .75.6 FEET .660 FT-KIPS Wd1+Wll .744 KIPS .750 FEET .558 FT-iJPS SEGMENT 1 ..225 KIPS :750 FEET .164 FT-Y'IPS SEGMENT 2 .000. KIPS ,750 FEET ,6 00 FT-KIPS SEGMENT 3 ,0i;i; KIPS :750 FEET 000 FT-K:IPS SOIL .248 KIPS 1.175 FEET .340 FT-KIPS FTG .263 KIPS 875 FEET , .230 FT-KIPS ------------------------------------------------------------------------ £Wdl min) ..735 KIPS EMdl min:> .734 FT-KIPS EWdl+Wl1:> 1.474 KIPS £MdI+WI1D 1.247 FT-K1PS 10 30 ------------------ OVERTURNING AND SOIL PRESSURE CONT ---------------- ZMdI Tin./LTM ; 12,309 ? 1.5 /%r -,K%! ECCENTRICITY {e) ? .215 FEET :A(2-iEM-OTM/,Nf> L/6 1292_ FEET L' :5 1.981 FET ;31112-? RESULTANT WITHIN MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE .990 K'SF ;:"Nt i /A + 60TMWA^_,:., MINIMUM SOIL PRESSURE ? /1I .KSF -----------HEEL/TOE DESIGN----------------------------- tiRHEFI DFSi�;Iliii HEEL LENGTH i 750 FEET M > .093 FT -KIPS d ) 8.000 INCHES As MIN ? .009 INAI 44 AT 48 IN. B.C. #5 AT 4g - IN, B-1. C, 46 AT 48 IN. O,C, #7 AT 48 IN, 0. C, #8 AT 48 IN,,C. ttlTOE DESIGNiii TOE LENGTH ) .500 MAX SOIL PRESSURE FEET. - 9R0 KSF SOIL PRESSURE AT FACE OF WALL 1 .732 KSF M MAX AT FACE OF WALL ` 112 FT -KIPS d ? B.000 1NCHE6 As MIN } .011 1N"2 #4 AT 46 IN,•D.C. #5 AT 48 IN, B.C. #6 AT 48 IN. O.C. #7 AT 48 IN. C.C. #8 AT 48 IN, G:C. -------------------LONGITUDINAL FOOTING REI NFORCEMEIIT------------------- As MIN ? .504 IN"2 3 #4 BARS 2 #S. BARS 2 #6 BARS 1 #7 PARS • 1 #B PARS - 31 -----------------------------LATERAL SLIDING --------------•-------------- Rt > .0+0 KIPS/FT Ro ` .L40 KIPS;FT LATERAL SLIDING CifEFF, 250 .1s 4 KIPS(FT LATERAL tit TDT",f; E.4_'15.a�E) pfifj flflti PIPS/Fj ALL+iAILE LATERAL PASSIVE PRESSsJRE ` .1_50 KSF/FT DEP10, I :n,TERAL P.ASSI_VE PRESHURE PROVIDED� i.v` KIP_/FT tFua'�T�,Nr n_' NL1- NET RESISTANCE PROVIDED ` .-754- KIPS/FT U00TIN+, +;!LY ,`ACTOR OF SAFETY ) 1.078 NO GOOD! SHEAR KEY BUST PROVIDE ) 101 KIPS LATERAL RESICTA.NC- EQUIVALENT DEF`,TH OF ,;i1E(•IR h._f > -'ole+ ``_i \�r..l „��I! i•! i fii LOi4RBLE L ATERAL PASSIVE PRE_SL!RE ; 577 i:sF <AT PA'-" i,F KEY ALL014ABLE LATERAL PASSIVE PRESSURE ? .510 KSF ;AT BOTTOM OF KEY` SHEAR KEY R E QU I R ELD DEPTH -7,(1(10 INl HES SHEAR KEY MOMENT :+iiR FT -KIPS SHEAR KEY THICY'.NE S ` 6. N. I"dCHES •d > 4.60ti 1Nf-7HES As Ill N, 064I,T.r 44 AT 48 1N. O.C. R5 AT 48 IN. O.C. #h AT 48 IN. O.C. #7 AT 48 TN. G.C. #8 AT 48 IN. O.C. ------------------------------------------------------------------------ CONC8ETI 4:47 PM ___________________________________________ k[V 2'22-93 CONCRETE RETAINING NALL2/22/9J --------------------------------- _________------------------------ DESCRIPTION >>REJAlNlN6 WALL AT ENTRY >} -------------------GBNERAL DATA --------------- WALL TYPE > 2 ! => SUPPORTED 2 => CANTILEVERED LATERAL LUAU 7YPE> 2 \ => W0D/EARTH0]AKE 2 => SOTL PRESSURE BACKFILL SLOPE ^> V HORIZONTAL . V VERT lCAL SOIL WEIGHT > .UO 0F . ----- ; ---------------- LOADING ---- 7 -------------------------- Widl MINIMUM, > .060 KIPS/FT ` NU\ +ND MAXIMUM > .744 KIP":)/FT! EFP > .0Q KCF | . SLOPING BACKFILL SURCHARGE> '.000 KCF | TOTAL [FP> .03V KCF | SU0CHARGE > .060 KIPS | SURCHARGE'HEl6HT > .NN RB 'FOR RETAINING WALLS , UNIFORM LATERAL LOAD > '000 KSF !EARTHQUAKE/WIND LOADING ' ' ------------------ ALLOWABLE DESIGN STRESSES --------------- M0S0liiit ALLOWABLE PASSIVE (VERT.) > L550N KSF � ALLOWABLE MGSlV[ (HORO.)> .150 KSF/FT DEPTH ^ ttlCONCRET[itt f`c ^ > 2.56N KSl fy }. 40.000 KSI [s 30000000PS] m > 18.824 ------- ------------------- ---'WALL DATA ---------------- CANTlLEVEREU WALL MAY USE VARYING THICKNESS SEGMENTS SEGMENT wd\ ACTUAL t ACTUAL d HAX. d ` \ .000 TO 4.000 .300 6.060 3.000 3,506 ' 2 ,000 7O .NN .NN .NN .NN .ono 3 .N@ T0 ' .NN .NN .NN .000 .NN SEGMENT h*d-"2 M n�~i 108.V00 .J2 2 .NN .NN . / ' , o FACTOR 1h, Mn As 1.700 .544 .664 .0812 1.760 .NN .NN .NN \.760 .NN- .NN .NN ^ 0 SEGMENT 1 . ` HORI7. As MIN. > .180 IN"' VERT. As MIN, > .1V8 lN^2 CALCULATED As > .15 8 2 lW, 2 VERTlCAL H0KlZON�AL � 04 AT 1.8 lN. U.C. 04 AT 13 lN. S.C. #5 AT 0 lN. U.C. #5 AT 0 IN. G.C. #6 AT 1G IN. O.C. #6 AT 0 0. 0.C. 07 AT #J.AT IS IN, 0.1-- #8 AT IS IN. O.C.' 08 AT 18 IN. O.C. SEGMENT 2 HLIR'D. As MlK. > .0VV 1N^2 VERT. As MlN. > .NN lN^2 CALCULATED As > :V.. 1�2 VERTICAL H 0 Rl7OHTAL ' #4 AT 0 IN, U.C. 04 AT 0 IN, 0.C. 05 AT V �N. �.C. #5 AT V �N. O.C. 06 AT O lN. O.C: 46 ATV IN. O.C. 07 AT 0 lN. O.C. 07 AT Cl IN. O.C. #8 AT O lM. O.C. 08 AT O lW. O.C. SEGMENT 3 HOR[Z. As MIN. > .VV0 1N^2 VERT. As !'!'IN. > .00S lN^2 CALCULATED As > -00V lN^2 ` VERTICAL` HORIZONTAL 04 AT O lN. O.C. 04 AT O {N. 3.C. 05 AT V lH. O.C. 45 AT 0 lN. O.C. 06 AT ; IN. O.C. 0� AT 0 lN. O.C. 47 AT 0 lIN. . O.C. #7 AT V IN. 8.C. 48 AT V IN. O.C. 08 AT 0 IN. U.C. ----------------------FUOTIN6 DATA-------------------- �� LE NGTH > .750 FEET SAFETY FACTOR > 2.320 HEEL L[KGTH ' } 1.000 FEET SUlL PRESSURE ^ �lNlMUX FOOTING LENGTH > .VVV FEET ACTUAL FO0TlNG LENGTH (L) > 2,250 FEET FOOTING DEPTH � > l2.VV0 lNCHES -----�------OV[R0kNlNG AND SOIL PRESSURE ------ CONSIDER FT6 DEPTH FUR GROSS OTM AND SLlOIN6 ? (Y/N) > Y OVERTURNING MOMENT (UTM) > .625 FT -KIPS N AkM MONENl ______________________-_____________- Wdl min. .V0V KlPS �.OVV FEET .V00 FT-KlPS Nd\+Nl\ .744 KIPS 1.06' FEET .744 FT -KIPS SEGMENT l .JVV KIPS 1.0011 FEET .300 FT -KIPS SEGMENT 2 .00V KIPS 1.VV0 FEET . .006 FT -KIPS SEGMENT 3 .OV0 KIPS 1.660 FEET ' .V60 FT -KIPS SOIL .440 KIPS 1.750 FEET .770 FT-KlP8 FTG .338 KIPS 1.125 FEET .380 FT-KlPS --____-___-_-_-__'___'--_'--__--_-'--____--___' CWdl min} �.078 KIPS %M�l mio> �.45V FT-KlPS CNdl+Nll> I.O22 KIPS CMd\+Nl\> 2.194 FT -KIPS 34- -7 ----------------- AND SOIL PRESSURE CONT ---------------- EMdl min./OTM > 2.320 ? 1.5 (00 ECCENTRICITY (e) .264 FEET <A/2-(EM-OTMlL"W)> L!6 .375 FEET L' > 2.554 FEET QIL/2-E> . RESULTANT WITHIN MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE > J.005 KSF (EWtl/A + 61OTMte!A'` )' MINIMUM SOIL PRESSURE > .614 KSF ----------------------------HEEL/TOE DESIGN ----- tllHEEL DESIGNttt HEEL LENGTH > 1.000 FEET M '> .220 FT -KIPS d ` 2.000 INCHES As MIN > .021 INh2 #4 AT 48 IN. O.C. #5 AT 48 lN. O.C. #6 AT 48 IN. O.C. #7 AT 48 IN. O.C. #8 AT 48 IN. D.C. tttTOE DESIGNttt TOE LENGTH > .750 FEET MAX SOIL PRESSURE ' 1.005 KS; SOIL PRESSURE AT FACE OF WALL > .713 KSF M MAX AT FACE OF WALL " ? 0255 FT -KIPS d > 8.000 INCHES As MIN ) .024 IN".2 #4 AT 48 IN. D.C. 15 AT 48 IN. D.C. #b AT 48 IN. D.L. #7 AT 48 IN. O.C. #8 AT 4E+ IN. D.C. -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As MIN > .648 IN''2 4 #4 PARS 3 #5 BARS 2 4e BARS #7 BARS • 1 #B BARS 3S -------------------- -----LATERAL SLIDING ------------------- R{ K.IPS/FT _ Rb 77� KIPS/FT 'LATERAL qlID:NG COEFF. 25i) x'69 ':IPS/FT LATERAL SLIDING RESISTANCE; ,()rt . i.)0 KT1S/FT ALLOWABLE LATERAL PASSIVE : y.i:4S,URE ; .150 KSF/F ! DErr'?H LATERAL PASSIVE PRESSURE PROVIDED ` 675KIPS/FT CFO�TING ONLY, NET rCTC-I :� . PROVIDED "i P'' �F- ;''E ?T li �t!' V'�. NE: hEf-CTS�ANH -/ 744 f.l ittl .FC' SING ONL:. FACTOR OF SAFETY } 1918 NO )GOOD! SHEAR KEY MUST PROVIDE ` 218 i IP, LATERAL REE,I_T;ANCE EQUIVALENT DEPTH LF SNEAK n:EY ? 4.354 FEE? MAX1MU`1 1:,' ALLOWIABLE LATERAL PASSIVE PRESSURE :? 653 KS CAT BASE OF K=Y? ALLOWABLE LATERAL PASSIVE PRESSURE ; ?u3• iCSF CAT BOTTOM OF KEYS SHEAR KEY REQUT:RED DE" . j 4:660 Tt CullES SHEAR KEY N1,i^Ela7 SHEAR 'r':EY TH.ICV-NEcc 0-106) INCHE=: d 4, it i(; I HAA As N. 007 IR!'2 #4 AT 48 1N. O.C. #5 AT 48 IN, O.C. 46 AT 48 IN. O.C. ri AT 48 T_N. O.C. #8 AT 48 IN. O.C. ------------------------------------------------------------------------ 11��I //"SIL � O• V i Q -�VIA: 1) o-5 �51vvn DS e vt "� cP .ReT2iNe�, N c = --A VN C4 4 , 1 57 rit 41 -P U� , P b P W Fk > � F F a 42-381 50 SHEETS EYE -EASE° 5 SOUARE 42-382 100 SHEETS EYE-EASe 5 SOUARE • �EBrdnd 42.399 200 SHEETS EYE -EASE' 5 SOUARE a2-392 100 RECYCLED WHITE 5 SOUARE 42.399 2O0 RECYCLED WHITE 5SOUARE L.i U. S.a S +7> .J i a t m Wi l y hJI —3 Z, 4 I „Jim 40(,02►�..�3a - 116K�� VJ =C42 (,0-2 �) -F ol/2�2� .ols+ '1/2-(3) 10 18 R = P -P 32/2 (,153) i- +(, tr(.) = Z .`l I r`. arapkO-l: .-I s 1-1 &- 3 •r 1 W r W-2- y--.._-....�.__ W r p -z R4- � V,j 40(,021 W z = 142 ,v21 9 2 .0IS- -r 3 +,SI2- IS 3) 4 4- C. //(o) = 3, /0 � I❑ 00000 EEO' I=/.NN6K $MR, o tm.1Cf�� 6 vvvvv] w t Vj 3zt ) f- �— /2 (z o t t 9 oi5 � C, Z) ) a + (. ) ..3 2/Z�}- Dtapt- ® S21kwrc w. wL 7- R 4- w L r �32C,U1) t 300.5�J34-S '� H W� Zo(,oZl) o w, af' till. -2- � 1z�Z(7,),ot5�,t38 viz �� (.oz►) ,(�� _ ,i39 (�A 24-/2 �,1b4� 4 4 (.139) = 2:.S2-� 43 lo a. cl S - Disfvt bw� F -:C r� p 2.q1 2.f� 3."IS� S:oS K 94 1,23--4.(3 7,23 Z�,ZZ� z.%4 r-/ ' 0.0 Gly o r� u o. o o'f'd S ► � . lro�1 C� 3"0 �- OOOOU nen in urn � qutu'fuww �w'www N Nu w 1 b cAt albo A C Gly o r� u o. o o'f'd S ► � . lro�1 C� 3"0 �- �`b�( n,3 7.234- 3 o =— ►)Z2"o r, 3S 2Ar" c- w Is fv,v12 ST�3 20 d-.¢� = �.4 ��e (n�(c�A-/2- 2�cCo 532. in1ze, A -K- o (4-s - �4' 3- : Z.33 ' k3S r=2sL we-�. 3-S- + 3 , S - 7, O I/Z'x xr0 e 2(""0.C-. CK OT zx-(o - S, -6z o A 3,5�3.�5� �,o - II•Z5� S,� S 4� Il,2S �rl� VI6i��tK y o -c;, 14:�> A15 S I/Z"j2S X r0" <� Zo "o G . A3 S CK oT- V 12� B ----------------------------7------------------------------------------- REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>r'LOOR 2 - LINE 2 ---------------------------------SUMMARY-------------------------------- V1 4.436 KIPS V2 .KIPS LENGTH SUBJECT TO VI ) . 32.006 FEET DIAPHRAGM SHEAR: DUE Ti] V1 .13++ i'TPS./FT LENGTH SUBJECT TO V2 FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT G� k SHEAR: PER FOOT - SHEARIWAL ! R (y)i 5_94 KIPS/FT (SHEARWAL+ v> GS ($-© G �C Q .P/v u�. ?ISL--' SEGMENT W/O WALL OPNG Vi V' FORTE 12. 6;1h II 12, ill() Y 4.569 W 4:566 Y . rills W Y —i . 11.iFl 7,:)O(1 C) 3.66(1 Y 415 ------------------------------------------------------------------------ REV 4-5-92 ------------------------------------------------------------------------ COLLECTOR FORCES DESCRIPTION ?:>FLOCR +: - LINE ---------------------------------SUMMARY-------------------------------- VI ? 7,2311) i1PS V2 > KIPS LENGTH SUBJECT TO Vi > 52.666 FEET DIAPHRAGM SHEAR DUE 10 V! ,i .1,79 KIPS/hT LENGTH SUBJECT TO V2 FEET DIAPHRAGM SHEAR: DUE TO V2 ? KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) .438 KIPS/FT ;SHEARWALL y> ScGiiE�JT W/O WALL OPP;I; ii! U2 FORCE G TSU • f , ll(iii O 12. 000 V OO , 000 tit 13.560 O - r 13:;(10 Y -!,SEd 9.566 W 9.506 Y -_.54r Zcl — l 110 }, ()(If] D !,,!)ii() Y —; 7(14 7.0011 W 7.066 Y 4.600 ii 4.666 Y 556 --------------..--------------------------------------------------------- REV 4-5-92 )COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >:>FLOOOR i - LINE A --------------------------------- SUMMARY -------------------------------- V1 > 2.520 KIPS LENGTH SUBJECT TO V1 ;> 46,060 FLET DIAPHRAGMS SHEAR DUE TO V1 ) ,663 KIPS!FT LENGTH SUBJECT T i] V=' FEET DIAPHRAGM SHEAR DUE TO V2 KIP:/FT SHEAR PER FOOT - SHEARV!ALLS (y' > 366 K1PS/FT '.SHEARWALL V Sh MFIi llf A l _Pp i � �_ FORCE ,' (1(lii I] )',hill! Y _, r(i6 iy' COO4' -1. (114(, ------------------------------------------------------------------------ REV 4-5-9- COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION :)FLOOR l - LINE D ----------SUMMARY-------------------------------- V1 ? 5.050 KIPS - V2 ` KIPS LENGTH SUBJECT TO V1 ? 31.400 FEET DIAPHRAGMSHEAR DUE TO V1 ? .163 ?IPS/FT LENGTH SUBJECT TO V'' FEET D1APHRAGM SHEAR DUE TO V2 KIPS/FT SHEAR PER FOO? - SHEAR4iALLS iv! > 449 KIPS/FT ;6HEARNALL v% SEGMENT W`/0 WALL OPNG yl Y2 FORCE =.500 4i 3.5i!fi Y .000 111,:'511 O IkKO Y 1.401 3.75P w :,.751) Y -.669 9.500 O 9,504 Y ..404 4.000 W. 4.000 Y -1.144 II 42.381 50 SHEETS EYE -EASE 5 SOUARE 42-362 100 SHEETS EYE -EASE 5 SQUARE o2-389¢BlSna 4 200 SHEETS EYE -EASE 5 SQUARE 42-392 100 RECYCLED WHITE 5 SOUARE 42-393 200 RECYCLED WHITE 5 SQUARE waoo �n u. S.w s . 1 .. ^ ,o u -P- NI � s 71 �-- 42.381 50 SHEETS EYE -EASE 5 SOUARE 42-362 100 SHEETS EYE -EASE 5 SQUARE o2-389¢BlSna 4 200 SHEETS EYE -EASE 5 SQUARE 42-392 100 RECYCLED WHITE 5 SOUARE 42-393 200 RECYCLED WHITE 5 SQUARE waoo �n u. S.w s . \_ W � s 53 M CAFi1:-9 AM -=-------=-------------------------------------------------------------- REV 12-31-92 CONCRETE SECTION 1OMENT CAPACITY 2/23193 - - - ----------------------------------- DESCRIPTION ;?LINE A LINE FOOTING ii ------------SECTION DATA----------- -----MATERIAL CONSTANTS --------- 6. oflo --------6.ofl1 iN .F,- 500 r.SI d ) 2-6206; IN ;FY 40.006 KSI ---------------- LOAD DATA ----------- SERV10E MOMENT M i 13.9��i FT -KIPS OVERLOAD FACTOR, 1.360 WIND Cir EARTHQUAKE LOADS M i 12.1E1 FT -KIPS SEE CALC'S As REOD. ? .3ii. IlY'2 NO INCREASE kE7UIRED SINCE p ACTUAL IS GREATER- THAN p MIN ---------------------- ------SUMMARY-------------------------------- ACTUAL As r ;52�? tr'_ <.L:) �. p MIN a_ ;2i;(;,Fy:: p ACTUAL ? ,0052 ; p-Asi h:1 O , T 24.800 KIPS ;T=AstFyi 1.945 IN. fa=T/iRlF'ctb)) C'Mn ) 35.391 FT -KIPS ? Mu - Q0 -----------==----------------------------------------------------------- C] s� M.—CAP 12: iiia PM. ------------------------------------------------------------=----------- -ry CCitvt,!+FTt SECTICiN i'IC!I',E)iT CAFACITV ------=----------------------------------- 7 --- 7------------------------- DESL.kIF'TIGt, ))LI:C D L114E FOOTING ------------C{'PT ji N -M.\ TA-----------!-------- E'IA CONSTANTS --------- b 2.000 I, IF'-� _.v,i:<< tSI d ) 22.000 -IN IFV 40.001 KSI -----`T DAA- --------------------------------- L�ji;C' u:h ----------------- SER11,Urr MOMENT is '> +'•,9711 F !'Tr �R n FACTOR 1 11 r�i: P'rT ' Vr 1 S iiV_nL��AD Fh� T_�6' i:3t10 t�Ir+I: _�n i;n!rf'�L�;r.c _ShD� °u ia.161 FT -.=:.IFS SES CALCS As REDD. } 37' Irv" INCLUDES v % INCRE?i-c SINCE p ACTUAL IS LESS THAN p ---------------------- ------ SLl1MAF:t`----------------------L----------- ACTUAL As •a ACTUAL .0023 <;p=As/bld) T > 16.000 KIPS �T.=AS Fy) a ) .441 tF'ctb) ) 25.235 FT—KIPS > Mu — 00 ------------------------------------------------------------------------- n 55 510 M CAP 12;00 FM ------------------------------------------------------------------------ REV 12-31-92 CONCRETE SECTION MOMENT CAPACITY 2/23193 ----------------- ------------------------------------------------------ DESCRIPTION 7iLINE 2 LINE FOOTING ------------SECTION DATA ----------- ---------MATERIAL CONSTANTS --------- b 8.000 IM r i 2.500 KSI b 22,060 IN Fv i 40.400 KSI IT > .850 E� 900 --------------------LOAD DATA ------------------------------- SERVICE MOMENT M ` 24.300 FT -KIPS OVERLOAD FACTOR ) 1.300 WIND OR EARTHOUAKE LOADS Mu r 31.5901 FT -KIPS SEE CALCS As REGD. .492 IN`'2 NO INCREASE REOLIRED SINCE R ACTUAL IS GREATER THAN o MIP; -------=------------- --------- SUMMARY -------------------------------- ACT 11AL As ,fir,%: D MIN ? UU5 200/F11 D ALT ) ifii5:+ (a=ASIb#d.> T :> 37.200 KIPS <T=As0FY;' 88 1 omn } 59.327 FT -KIPS > Mu - :Oi'r ------------------------------------------------------------------------ STRUCTURAL CALCULATIONS FOR TYPICAL RESIDENTIAL FOUNDATIONS STAN MCDANIEL — GENERAL CONTRACTOR '. P.O. BOX 331 MAGALIA, CA 95954 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC . SIGNED ' ^~°~�—� ~ ~ ' DATE -------------------[��---------- --T—r------ FRANK L. TYUKOS, �CE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS BY: FLT DATE: 9/93 JOB NO.: 3099 PROJECT: STAN MCDANIEL — GENERAL CONTRACTOR FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 4 DESIGN_CRITERIA� ' STUD WALL, 'FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. CODE 1991 UBC' SUPERIMPOSED LOADS: MIN. DL = .010 x 8 = .08 k/l MAX. LL = .016 x 14 + .020 x 14 + .050 x 5 = .75 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF LL + ROOF DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL — 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS PROVIDED FOR: 71-0" HIGH WALL — SHEETS 2 & 3 CONSTRUCTION DETAIL — SHEET 4 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ^ ` ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF. I / . . PROJECT ' : McDANIEL - GEN. CONTRACTOR JOB NO. : 3099 DATE : 9/1993 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL ________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. .(IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.14:2 3.75 #4 @ 16.9 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN -2): DESIGN REINF. - VER - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2? OF If LEVEL 30 1 40 2000 0.08 0.75 7 ~=ZZr------ 7.67 6 1.46 0.88 0.32 0.56- 3.97 .563.97 0.78 0.108 0.180 0.39 < 1.0 ~ � . ' ~ ' ` � PROJECT : McDANIEL - GEN. CONTRACTOR JOB NO. : 3099 DATE : 9/1993 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): ` 100 DENSITY OF CONCERTE (PCF): 150 ' ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF>: 1500 PRELIM. FOOTING - WIDTH (INCHES): 12.97 - DEPTH (INCHES): 12.89 DESIGN FOOTING - WIDTH (INCHES) 15.00 - ucr/n `uxCnco): 18.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.92" INCREASE OF ALLOW. SOIL PRESSURE (%): 10.0 ACTUAL SOIL PRESSURE - Q (PSF): 1539 < 1650 SLIDING RESISTANCE - Fr (KIP): 0.86 > 0.56 SLAB REINFORCEMENT: " REINF @ TOP OF WALL (BAR #):' 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.44 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 18.42 DESIGN AREA OF,SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 22.23 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET `? OF 11 DATE S U B J E C -:r--&-r . . . . . . . . . ... ................... SHEET NO . ...... OF . CHKO. DATE ............ . ......... CCrrA11111V;9 -,BeAe1A1C "l -L . . ...... Jos NO . ............ 170 1?1? ............ ...... . ........ ..... . ..... . .................... . . .................. S77+Al H144,41-1,4 C,4, # JV 0 11"'111QV,:5e 771,4M 4C #COW(r S&AAS MIA -0f e V8 4044 "/, sere: "re *.e ZARS 'rC **,6Ak-S 2 "(/ �IA '�oowere_.s Bc-1,40 Y, --R7.' N,44t- IWO SLAS A. p Cl_eAlep e Ae-4 0 oelc'14 C7-drlo Ye, k' r. 1,06-Wr=. Z,4,C.0 m4rZAC.41- OD ii)VESS/ ::z Ilk Ln CD rm N ':o� I— cr. 3 'Ce- 6:Alr 74 q;— � 6C* 61V OF CA CO.AIS7' Z�)&rA IV, r, S. S 7e) =S AA I- -L Al' -1 7 0 'OA ','S "I c 1,o, e c �ro. --e,,- e 7�O /s 04 20 0' IC *4 e /3' oo e 48 a mi rrlrc. Ml WTV jv CL 0,41Z 30 B,4R ov=r irawc. '�V461_ ellw-le- r"c/(:F coxv�' 0,9= 7?r'C- IS (7 OAX.5- H11J.). [F LCg3 [EHgoM[EEMDHa 5790 CLARK RD., PARADISE, CA. 95969 (916)872-0254 �- � R�TAI►JE[7 Q�QL HeICoIHT- � N - ' D I z I I In L P � A A� rt (J L p ccs M A �_ cc o � 46 �f i �C OL N_ IZI p RET�INEt� HEIGHT a • Q d m m �z Pp �n �a I z �sm RWv �sm k P � A �n RWv RESIDENTIAL _ 0-0-067 93-1006 BP NICKEL, LOWELL & CINDY 90 BIG 0 RD, OROVILLE NEW SF JOB FINALED (Date) Signature V= OK O = Not OK Not = Not ReadyMOBILEMOBILE HOMES Date/Initials MOBILE NOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Locatlon-Teat-Fall-C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line - 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-ft.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pane Iboa rds-Ins. to Mein in Conduit . 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pianums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Ceps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wells; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Inf iltration-Walls-Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: JOB muMBBER >> #9231 4, . STRUCTURAL CALCULATIONS FOR PROJECT »NICKEL RESIDENCE PLAN >> NAME »CHRIS MURRAY ADDRESS »OROVILLE, CALIFORNIA ARCHITECT BRUNO AND HAWKINS 20 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (916) 895-1125 1/7(o DATE )> 5/14/92 -30 a I I I ' I I I NR�y% REN. 0 &12- 202¢ 8LgTEQ 3 l BUILDfNG DEPARTMENT APPROVE ,D 4. 0 'OaA , 5dCAAVW"y . 5 �L 4o, o -�� 5 n Z cep 9 2 v • l)L 13-3 LL I (O' o Ps 4 "I—l— 5,0- �L 4o, o -�� 5 n Z J� o o' -F ` w� . cA,k9 s <,-�c-oCcs o--,- r- 5 s�z- ��C-s a-,-- /2-(a La L, u ------------------------------------------------------------------------ REV 1-23-92 WOOD JOISTS - SPAN CAPACITY --7 --------------------------------------------------------------------- DESCRIPTION »NICKEL RESIDENCE »TYPICAL ROOF RAFTERS ------------LOADING DATA -----------:------------GENERAL DATA ------------ DEAD LOAD > ' .014 KSF :LOAD DURATION FACTOR > 1.250 LIVE LOAD > .016 KSF :JOIST SPACING > 16.000 IN. TOTAL LOAD' > .030 KSF : TRIBUTARY LOAD > .040 KLF : --------=--------------------------: CONCENTRATED LOAD> .000 KIPS : EO UNIFORM LOAD > .000 KLF : --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES SPECIES E Fb Ft Fv Fc1 Fc2 E DFL NO2 875 575 95 625 1300 1600000 •MEMBER ACTUAL WIDTH > 1..500 INCHES �If�E%Z S MEMBER ACTUAL DEPTH - > 1.250 INCHES 2 x 2 /6 !/ REPETITIVE (Y/N)? > Y SIZE FACTOR Cf (APPLY TO Fb) > 1.000 SIZE FACTOR Cf (APPLY TO Ft) > 1.000 SIZE FACTOR Cf (APPLY TO Fca) > 1.000 REPETITIVE MEMBER FACTOR Cr > 1.150 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl Fcll E DFL NO2 1006.250 575.000 95.000 625.000 1300.000 1600000 ---------------------------SECTION PROPERTIES -----------------=-------- SECTION MODULUS > 31.641 IN43 AREA > 16.875 INA 2 MOMENT OF INERTIA > 177,979 INA 4 -----------------------------MA%(NUN SPANS------------------------------ MAXSPAN A5 LIMITED BY: BENDING > 23.036 FEET SHEAR > 5a.38 FEET TOTAL LOAD DEFLECTION (L/240) > 25.104 FEET 6TL > 1.255 'N. LIVE LOAD DEFLECTION (L/360) > 27.033 FEET &LL > .900 IN. MAX SPAN AS LIMITED BY CONCENTRATED LOADING > 7.400 FEET CHECK STRESSES DUE TO CONCENTRATED LOADING V MAX WITH LOAD IN PROXIMITY TO SUPPORT_ > .000 KIPS V CAP OF JOIST > 1.069 KIPS (OK> M MAX WITH LOAD AT MIDSPAN '> .000 FT -KIPS M CAP'OF JOIST > 2.653 FT -KIPS (OK> —t, .: . 25. 5- ------------------------------------------------- REV 1-23-92 WOOD JOISTS - SPAN CAPACITY DESCRIPTION »NICKEL RESIDENCE >>TYPICAL ROOF RAFTERS ------------LOADING DATA -----------;------------GENERAL DATA ------------ DEAD LOAD > .007 KSF LOAD DURATION FACTOR > 1.250 LIVE LOAD > .016 KSF ;JOIST SPACING 16.0 . IN. TOTAL LOAD > .023 KSF; TRIBUTARY LOAD > .031 KLF ; -------------------- ---------------; CONCENTRATED LOAD) .000 KIPS ; EO UNIFORM LOAD > .000 KLF ; --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES 5P � DE Fb Ft Fv DFL NO2 7 875 515 95 MEMBER ACTUAL WIDTH 1.500INCHES MEMBER ACTUAL DEPTH 5.500 INCHES REPETITIVE (Y/N)^ ) SIZE FACTOR Cf (APPLY TO Fb) > 1.300 SIZE FACTOR Cf (APPLY TO Ft) > 1.300 SIZE FACTOR Cf (APPLY TO Fca) > 1.100 REPETITIVE MEMBER FACTOR Cr > 1.150 ADJUSTED VALUES Fcl Fcn E 625 1300 1600000 SPECIES GRADE Fb Ft Fv Fct FcD E DFL NO2 1308.125 747.500 95.000 625.000 1430.000 1600000 --------- ------------------ SECTION PROPERTIES --------------------------- SECTION MODULUS > 7.563 INA 3 AREA > 8.250 INA2 MOMENT OF INERTIA > 20.797 INA4 .-----------------------------MAXIMUM SPANS ------------------------------ MAX SPAN AS LIMITED BY: BENDING > 14.665 FEET SHEAR ) 34.076 FEET TOTAL LOAD DEFLECTION (L/240) ) 13.410 FEET STL > .670 IN. LIVE LOAD DEFLECTION (L/360) ? 3.216 FEET 8LL > .440 IN. ------------------------------------------------------------------------ MAX SPAN AS LIMITED BY CONCENTRATED LOADING > 7.400 FEET CHECK STRESSES DUE TO CONCENTRATED LOADING V MAX WITH LOAD IN PROXIMITY TO SUPPORT ) .000 KIPS V CAP OF dL SI r23 KIPS (OK) M MAX WITH LOAD AT MIDSPAN > .000 FT -KIPS M CAP OF JOIST > .824 FT -KIPS (OK? 2xG 16"a - m ; ------------------------------------------------------------------------ REV 1-23-92 WOOD JOISTS - SPAN CAPACITY ------------------------------------------------------------------------ DESCRIPTION ))NICKEL RESIDENCE M )>TYPICAL CEILING JOISTS ------------LOADING DATA ----------- ------------GENERAL DATA ------------ DE AD > .005 KSF ;LOAD DURATION FACTOR > 1.000 LIVE LOAD > .005 KSF ;JOIST SPACING ) 16.000 IN. TOTAL LOAD ,SF TRIBUTARY LOAD > = CGCG LG _d �S� TG� -------------- --------------------' CONCENTRATED LOAD) .000 KIPS ; 0� D20 EO UNIFORM LOAD > .000 KLF ; --------------------------LUMBER DESIGN VALUF� -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv FEL Fc2 E DFL NO2 875 575 95 625 1300 1600000 MEMBER ACTUAL WIDTH) 1.500�INCHES •MEMBER ACTUAL DEPTH 7.250 CHES REPETITIVE (Y/N)? > SIZE FACTOR Cf (APPLY TO Fb) > 1.200 SIZE FACTOR Cf (APPLY TO Ft) ) SIZE FACTOR Cf (APPLY TO Fcl) ) 1.050 REPETITIVE MEMBER FACTOR Cr ) 1.150 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl FcD E DFL NO2 1207,500 644:000 45.000 625,000 1365.000 1600000 ---------------------------SECTION PROPERTIES --------------------------- SECTION MODULUS > 13.141 IN43 AREA > 10.B75 IN42 MOMENT OF INERTIA > 47.635 IN"4 -----------------------------MAXIMUM SPANS ------------------------------ MAX SPAN AS LIMITED BY: BENDING > 28:167 FEET SHEAR > 103.313 FEET TOTAL LOAD DEFLECTION (L/240) > 23.333 FEET <-- 6TL > 1.167 IN. LIVE LOAD DEFLECTION (L/360) > 25.672 FEET 6LL > .855 IN. ---------------------------------------------------------- MAX SPAN AS LIMITED BY CONCENTRATED LOADING > 7.400 FEET CHECK, STRESSES DUE TO CONCENTRATED LOADING V MAX WITH LOAD IN PROXIMITY TO SUPPORT > .000 KIPS V CAP OF JOIST '> .689 KIPS <.OK> M MAX WITH LOAD AT MIDSPAN > .000 FT -KIPS M CAP OF JOIST > 1.322 FT -KIPS <OK> IS?S 2 x g 6D (i)^ 0.020�� -S Xao x �1. G3S 50X.V"g POP 2D. vJ2 TCT)l �2 vJZ -_ (145/'L' 2 �� = 2,22K V16 - GG C,P� c6-(C,s , - p.9 pg 2 2 �2 1.05 y ------------------------------------------------------------------------ REV 8-12-91 BEAM W11TH INCREASING UNIFORM LOAD ------------------------------------------------------------- =---------- DESCRIF'TION ??RB -1 --------------SPAN DATA----------- ..r SPAN ? 21.000 FEET -------------------------------- LOADING --------------------------------- UNIFORM LOAD AT LEFT SUPPORT ? 015 f:IPS/FT UNIFORM LOAD AT RIGHT SUPPORT i 724 K.IPS! FT END REACTIONS; .................. LEFT REACTION ? 1.110 KIPS RIGHT REACTION ? 2.220 KIPS '' 11res FINDS POINT OF INFLECTION... .............. IV I AT il,.?1 FEET FROM LEFT SUPPO RT . oI ✓2 —tfr'r 2c� -�v GI�aG'2,00 - MAXIMUM MOMENT r 8.602 FT -KIPS V DEFLECTIONS • DEFLECTION DUE TO UNIFORM LOAD ? 5/4000000 DEFLECTION DUE TO VARYING LOAD ? 0.11100-8 NOTE: DIVIDE ABOVE DEFLECTION VALUE BY El TO OBTAIN ACTUAL DEFLECTTFINS (li 13 f4 x 1f7/3 f, 3F 2 6a`' �'Yl = •1l•�`b1� V = 9 ci K • �xr�: 54 000000 (9L,II- x IZ" + 39 /5 �•�x106 2�S I4xro6 las f yld �oa off. l W r Wm • ------------------------------------------------------------------------ REV 3-30-92 ----------- : WOOD BEAM DESIGN ))NICKEL RESIDENCE >> RR -3 ------------------------------BEAM SUPPORTS ----------------------------- LEFT OVERHANG > .000 FEET CENTER SPAN > 7.500 FEET RIGHT OVERHANG > 5.000 FEET -------------------------------=LOADING--------------------------------- ---LEFT OVERHANG LOADING --- SEGMENT COORDINATES .000 .000 ..000 .000 .000 POINT LOAD START X R1 R2 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .000 .000 .000 .000 .000 .000 .000 .000 .001"1 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ---MAIN SPAN LOADING --- SEGMENT COORDINATES ASSUME LEFT REACTION IS ZERO 7.500 .000 .000 .000 .000 .000 .000 .000 POINT LOAD START X .000 7.500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .015 .000 7.500 .056 .056 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ---RIGHT OVERHANG LOADING --- SEGMENT COORDINATES ASSUMES SUPPORT IS ZERO 5.000 .000 .000 .000 POINT LOAD START X 4.440 5.000 -2.960 7.400 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .450 .000 5.000 -.750 3.000 .000 5.000 .000 .000 .000 ` .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ------------------------------------------------------------------------ REACTIONS -3.654 10.456 11 13 ------------------------------SHEARS/MOMENTS----------------------------- -V AT LEFT OVERHANG > .000 KIPS +V AT LEFT CENTER SPAN > -3.654 KIPS -V AT RIGHT CENTER SPAN > -3,766 KIPS -V AT -RIGHT OVERHANG > 6.690 KIPS DESIGN V > 6.690 KIPS -M AT LEFT OVERHANG > .000 FT -KIPS = +MOMENT AT CENTER SPAN > .000 FT -KIPS Y/ -MOMENT AT RIGHT SUPPORT > -27.825 FT -KIPS -27.825 DESIGN M > .27. 825 FT -KIPS F r r-" 3 3 S L� 3/Z�cry- _ 49. oo �. _ lgelo, z. = ��3 Fb - ' i s ir t i 6 i i { f r i i t 0 l5- ------------------------------------------------------------------------ REV 3-30-92 ------------------------------------------------------------------------ WOOD BEAM DESIGN DESCRIPTION >>NICKEL RESIDENCE »RB -4 ------------------------------BEAM SUPPORTS----------------------------- LEFT OVERHANG > .000 FEET CENTER SPAN > 11.000 FEET RIGHT OVERHANG > .000 FEET --------------------------------LOADING--------------------------------- ---LEFT OVERHANG LOADING --- SEGMENT COORDINATES - .000 .000 .'.000 .000 .000 POINT LOAD STARTX ni R2 .000 .000 ,000 .000 .000 .000 .000 .000 .000 .000 .000 :000 .000 .000 .000 .000 UNIFORM LOAD START X END X .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 .000 .000 ---MAIN SPAN LOADING --- SEGMENT COORDINATES ASSUME LEFT REACTION IS ZERO 5,750 11.000 .000 .000 .000 .000 .060 .000 POINT LOAD START X -3.650 5.750 -1.742 -1.908 .000 11.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 1000. .010 :40 UNIFORM LOAD START X END X .240 .000 5.750 1.019 .361 • .240 5,750 .000 .000 11.000 .000 .301 .000 .959 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 .000 .000 ---RIGHT OVERHANG -LOADING --- SEGMENT COORDINATES ASSUMES SUPPORT IS ZERO .000 .000 .000 .000 POINT LOAD START X .000 .000 .000 ,000 1000 .000 .000 .000 ,000 .000 .000 .000 ` .000 .000 .000 .000 UNIFORM LOAD START X END X .000 .000 .000 .000 .000 1000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ------------------------------------------------------------------------ REACTIONS -.422 -.568 • • -----------------------------SHEARS/MOMENTS------------- -V AT LEFT OVERHANG ) .000 KIPS +V AT LEFT CENTER SPAN > -.422 KIPS -V AT RIGHT CENTER SPAN > -1.802 KIPS -V AT RIGHT OVERHANG > .000 KIPS DESIGN U > KIPS -�S -M AT LEFT OVERHANG > .000 FT=KIPS +MOMENT AT CENTER SPAN ) .6.394 FT -KIPS MOMENT AT RIGHT SUPPORT > .000 FT -KIPS .000 DESIGN M > *6.394 FT -KIPS ,t2z S9 in `. v �-t-(Lz- ,04-` i-7 r C- a- c- s 9&_� J ------------------------------------------------------------------------ REV 3-30-92 -----------------7------------------------------------------------------ WOOD REAM DESIGN DESCRIPTION >>NICKEL RESIDENCE_ »RB -5 ------------------------------BEAM SUPPORTS ------------ =--------- - LEFT OVERHANG > .000 FEET CENTER SPAN > 16.000 FEET RIGHT OVERHANG > .000 FEET --------------------------------LOADING--------------------------------- ---LEFT OVERHANG LOADING --- SEGMENT COORDINATES .000 .000 .000 .000 .000 POINT LOAD START X R1 R2 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 • UNIFORM LOAD START X END X .000 .000 .000 .000 .000 .000 .000 .00l) .000 .000 .000 .000 .000 .non .nnn .000 .000 .000 .000 .000 ---MAIN SPAN LOADING--- . SEGMENT COORDINATES ASSUME LEFT REACTION,IS ZERO 10.750 16.000 .000 .000 .000 .000 .000 .000 POINT LOAD START X 10.460 10.750 3.432 7,028 .000 16.000 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000- .000 .000 .000 .000 .000 .000 ,000 ,000 .000 .000 UNIFORM LOAD START X END X .193 .000 10.750 1.378 .697 .193 10.750 16.000 .166 .847 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 .000 .000 .000 ,jinn .000 .000 .000 .000 .000 ---RIGHT OVERHANG -LOADING --- SEGMENT COORDINATES ASSUMES SUPPORT IS ZERO - 1000 .000 .000 :000 POINT LOAD START X .000 .000 .000 ,000 A00 .nnn .000 .non .000 .000 ,nnn ,nnn .000 .000 .000 .000 UNIFORM LOAD START X END X .000 .nnn .000 1000 .000 .000 .nnn .nnn .nnn .000 .000 .000 .000 1000 1000 .000 .000 ------------------------------------------------------------------------ .000 .odo .000 REACTIONS 4,976 8.572 J -----7-----------------------SHEARS/MOMENTS--------------------- -V AT LEFT OVERHANG > .000 KIPS +V AT LEFT CENTER SPAN > 4.976 KIPS -V AT RIGHT CENTER SPAN > -8.572 KIPS -V AT RIGHT OVERHANG > .000 KIPS DESIGN V > 8.572 KIPS -M AT LEFT OVERHANG > .000 FT -KIPS +MOMENT AT CENTER SPAN ' > 42.342 FT -KIPS -MOMENT AT.RIGHT SUPPORT > .000 FT -KIPS .000 DESIGN M > 42.342 FT -KIPS • 2. S1 5,rzs (.6s) 0 JAl ,4T, : 2 Z, s 19 3 6 ¢ (�0460)8127(2S S� 3 (12Y) 25S OC 14414- 21 1, 10 X09 . ........ 0/j P&+Af S . Vj t D/-,? + , 0 05 dr 1-' V/ ZZ) - - / - -n 11 ( 00, I'so 1.6 1- �o 2 k X12 a3� -�-, o (� ; 27 C k I k � . r q;o c_z, I t • ��•.- : 11,25 i Z& 4-16-47 1RUS-J01S!S DESCRIPTIOd )>NICKEL RESIDENCE >>FLOOR FRAMING -------------GENERAL DATA —�-----! ---------- APPLIED LOADING----------- SPAN LENGTH ) x13.750 FEET !LOAD DURATION FACTOR '> 1,000 SPACING .12:000 TI#! 0. C. !DEAD LOAD > .010 KSF JOIST/NAIL/GLUE. > r---5 J7G/fd. !LP!E LOAD > 040 KSF REPETETIUE > Y (Y/N) !TOTAL LOAD > .050 K,SF :TRIBUTARY LOAD ) .050 KLF !CONCENTRATED LOAD) .000 KIPS EO. UNIFORM LOAD ) .000 KSF ---------------------------MEMBER DESIGN LOADS --------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > . 1.182 FT—KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR >. .344 KIPS USE FOR JOIST DESIGN MAX REACTION ) .344 KIPS USE FOR CONNECTOR DESIGN • CONCENTRATED LOAD MAXIMUM MOMENT > .000 FT—KIPS LOAD AT MIDSPAN TYPICAL REACTION ) .000, KIPS LOAD AT MIDSPAN MAXIMUM SHEAF: ) .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION ) .000 KIPS MAX REACTION ) .000 KIPS USE FCR CONNECTOR DESIGN --------------------------------JOIST DATA -------------------------------- TRY x Y>9,5 TJi!15DF— S ACTUAL STRESSES ALLOWABLE MOMENT ) 2.300 FT—KIPS 1.182 FT—KIPS ALLOWABLE MOMENT WITH LDF > 2.800 FT—KIPS COK) ALLOWABLE SHEAR ) 1.120 KIPS .344 KIPS ALLOWABLE SHEAR WITH LDF > 1.120 KIPS COK) I — JOIST GLUED AND NAILED > 161.000 IN"4 ------------------------------==DEFLECTIONS------------------------------ DEAD LOAD DEFLECTION ) .103 IN. LIVE LOAD DEFLECTION ) .412 1N.. L/ 400 TOTAL LOAD DEFLECTION > .515 Ifi, L/ 320 i Z& Z, I ------------------------------------------------------------------------- REV 4-16-92 TRUS-JOISTS DESCRIPTION ))NICKEL RESIDENCE >)FLOOR FRAMING -------=-----GENERAL DATA-----------' - � ---------- APPLIED LOADING----------- � SPAN LENGTH > 1-1,250—FEET . 1LOAD DURATION FACTOR > 1.0,00 SPACING"1-6:�00 IN OIC. 2EAD LOAD - ,010 KSr' JOIST/NAILIGLUE G J/GIN LIVE LOAD > .040 Kor REPETETIVE ^ > Y (Y/N) :TOTAL LOAD ) .050 KSF TRIBUTARY LOAD > .067 KLF :CONCENTRATED LOAD) .000 KIPS ED. UNIFORM LOAD > ,000 KSF ---------------------------MEMBER DESIGN LOADS --------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 1.055 FT -KIPS USE FOR -JOIST DESIGN MAXIMUM SHEAR. > .375 KIPS USE FOR JOIST DESIGN MAX REACTION) .375 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD MOMENT > .000 FT -KIPS L+SAD AT MIDSPAN •MAXIMUM TYPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR ) .000 PIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000 KIPS MAX REACTION > .000 KIPS USE FOR CONNECTOR DESIGN --------------------------------JOIST DATA------------------------------- TRY )>9.ETJ:I/7f',DF— ACTUAL STRESSES ALLOWABLE MOMENT > 2.800 FT -KIPS 1.655 FT -KIPS ALLOWABLE MOMENT WITH LDF > 2.800 FT -KIPS %0K> ALLOWABLE SHEAR ) 1.120 KIPS .375 KIPS ALLOWABLE SHEAR WITH LDF ) 1.120 KIP: 'OK> I - JOIST GLUED AND NAILED > 161.000 IN^4 •--------------------------------- DEFLECTIONS ------------------------ ------ DEAD LOAD DEFLECTION > .077 IN. LIVE LOAD DEFLECTION > 309 IN. L/ 437 TOTAL LOAD DEFLECTION > .386 IN. L/ 349 Z, I ------------------------------------------------------------------------ REV 4-15-92 TYPICAL FLOOR GIRDER ------------------------------------- ---------------------------------- DESCRIPTION >%NICKEL REISDENCE ---------------------------------- DATA UNIFORM % .578 KIPS/FT / SUPPORT SPACING ) 7.000 FEET 1/ SOIL BRG CAP 1.500 KSF TRY > 3.500 IN. X 9.250 IN. GIRDER, --------------------------LUMBER DESIGN'VALUES -------------------------- BASE VALUES SPECIES GRADE Fb Ft Fv Fcl FE4 E DFL NO2 875 575 95. 625 1300 1600006 MEMBER ACTUAL WIDTH % �;% roo I CH" MENDER ACTUAL DEPTH % 5u dCHE0REPETITIVE (Y/N)? ? SIZE FACTOR Cf (APPLY TO Fb) ? 1.200 •Silr FACTOR Cf (APPLY TO Ft) % 1.100 SIZE FACTOR Cf (APPLY TO FE[L) % 1.000 REPETITIVE MEMBER FACTOR Cr > 1.000 - ADJUSTED VALUES SPECIES GRADE Fb Ft Fv FEi FEB E DFL NO2 1050.000 632.500 95.000 625,000 1300.000 1600000 --------------------------------ACTIONS--------------------------------- S REO ) 40.460 IN^3 S % 49.911 IN 1.) (OK> A REO > 31,942 1N^2 A. 32.375 IN 1. ;OK? I > 230.840 IPJ"4 TOTAL LOAD DEFLECTION > .065 IN. <OK:> --------------------------------FOOTINGS---------------- • --------------- REACTION % .046 KIPS FOOTING SIZE > 20.610 INCHES SQUARE 12. 00 INCHES DEET' A. 21 Sap— C- eA- a,,- C,a?— c e,-- ( � s 01— to 32 H c 0- 1. C's r, r, �� — -jo 1I y spm- tS-o Sap— C- eA- a,,- C,a?— c e,-- ( � s 01— to 32 H c 0- 1. C's r, r, �� — -jo ------------------------------------------------------------------------- REV 4-16-92 TRUS-JOISTS ------------------------------------------------------------------------- DESCRIPTION >>NICKEL RESIDENCE » 5ECOND FLOOR JOISTS . -------------GENERAL DATA---------- j ----------APPLIED LOADING----------- SPAN LENGTH > 18.500 -FEET !LOAD DURATION FACTOR > 1.000 SPACING >�12.000 INk.O.C. DEAD LOAD > .010 KSF JOIST/NAIL/GLUE a>'J76/N LIVE LOAD > .040 KSF REPETETIVE ? > Y (Y/N) NOTAL LOAD > :050 KSF TRIBUTARY LOAD > _.050 KLF !CONCENTRATED LOAD> .000 KIPS lEO. UNIFORM LOAD > .000 KSF ---------------------------MEMBER DESIGN LOADS --------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 2.139 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .463 KIPS USE FOR JOIST DESIGN MAX REACTION > .463 KIPS USE FOR CONNECTOR DESIGN •CONCENTRATED LOAD MAXIMUM MOMENT > .000 FT -KIPS LOAD AT MIDSPAN TYPICAL REACTION > .000 KIPS. LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000 KIP5 . MAX REACTION > .000 KIPS USE FOR CONNECTOR DESIGN • --------------------------------JOIST DATA------------------------------- TRY >)1[ 1.88 TJI/ �DF , ACTUAL `Y STRESSES ALLOWABLE MOMENT > 5.820 FT -KIPS 2.139 FT -KIPS ALLOWABLE MOMENT WITH LOF >. 5.820 FT -KIPS (OK> ALLOWABLE SHEAR > 1.420 KIPS .463 KIPS ALLOWABLE SHEAR WITH LOF ) 1.420 KIPS• <OK> I - JOIST GLUED AND NAILED > 414.000 INA4 --------------------------------DEFLECTIONS---------------- DEAD LOAD DEFLECTION > .141 IPJ. LIVE LOAD DEFLECTION > .562 IN. L/ 395 TOTAL LOAD DEFLECTION > .703 IN. L/ 316 31 3C2�12"�• REV 4-16-92 TRUS-JOISTS -----------=------------------------------------------------------------- DESCRIPTION >>NICKEL RESIDENCE >)SECOND FLOOR JOISTS -------------GENERAL DATA -----------:----------APPLIED LOADING ----------- SPAN LENGTH ) _17.000 FEET LOAD DURATION FACTOR > 1.000 SPACING J--12.-0001 N, 0. C. DEAD LOAD ) .010 KSF JOIST/NAIL/GLUE 'G J/G/N LIVE LOAD ) .040 KSF REPETETIVE ? > Y (Y/NI TOTAL LOAD > .050 KSF TRIBUTARY LOAD > .050 KLF lZONCENTRATED LOAD> .000 KIPS CEO. UNIFORM LOAD ) .000 KSF ---------------------------MEMBER DESIGN LOADS --------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT ) 1.806 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .425 KIPS USE FOR JOIST DESIGN MAX REACTION > .425 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD •MAXIMUM MOMENT > .000 FT -KIPS LOAD AT MIOSPAN TYPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000 KIPS MAX REACTION > .000 YIPS USE FOR CONNECTOR DESIGN --------------------------------JOIST DATA-------------------- - ---------- �vN•A•-T i s, -rJ �f- 15 TRY -»11.88 TJI 15DF r ACTUAL STRESSES ALLOWABLE MOMENT > 3.715 FT -KIPS 1.806 FT -KIPS ALLOWABLE MOMENT WITH LDF '> 3.715. FT -KIPS (OK> ALLOWABLE SHEAR ) 1.420 KIPS .425 KIPS ALLOWABLE SHEAR WITH LDF > 1.420 KIPS (OK) I - JOIST GLUED AND NAILED > 280.000 IN^4 •--------------------------------- DEfLECTIONS------------------------------ DEAD LOAD DEFLECTION > .132 IN. LIVE LOAD DEFLECTION > .52B IN. L/ 3B6 TOTAL LOAD DEFLECTION ) .660 IN. L/ 309 0 32. ------------------------------------------------------------------------- REV 4-16-92 TRUS-JOISTS ------------------------------------------------------------------------- DESCRIPTION >)NICKEL RESIDENCE >>SECOND FLOOR JOISTS -------------GENERAL DATA -----------:----------APPLIED LOADING ------=---- SPAN LENGTH > 15.000 FEET LOAD DURATION FACTOR > 1.000 SPACING QO -1N�O.C.:DEAD LOAD > .010 KSF JOIST/NAIL/GLUE > G J/G/N :LIVE LOAD > .040 KSF REPETETIVE ^ > Y (Y/N) :TOTAL LOAD ) .050 KSF :TRIBUTARY LOAD > .067 KLF :CONCENTRATED LOAD) .000 KIPS :ED. UNIFORM LOAD > .000 KGF ---------------------------MEMBER DESIGN LOADS --------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 1.875 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR ) .500 KIPS USE FOR JOIST DESIGN MAX REACTION• > .500 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD •MAXIMUM MOMENT > .000 FT -KIPS LOAD AT MIDSPAN TYPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR ) .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION .> .000 KIPS MAX REACTION >. .000 KIPS USE FOR CONNECTOR DESIGN --------------------------------JOIST DATA ------------------------------- TRY - >f1:98 T-I.15DF ACTUAL STRESSES ALLOWABLE MOMENT > 3.115 FT -KIPS 1.875 FT -KIPS ALLOWABLE MOMENT WITH LDF > 3.715 FT -KIPS <OK> ALLOWABLE SHEAR > 1.420 KIPS .500 KIPS ALLOWABLE SHEAR WITH LDF > 1.420 KIPS <00 .I.- JOIST GLUED -AND NAILED > 280.000 IN44 • --------------------------------DEFLECTIONS------------------------------ DEAD LOAD DEFLECTION Y .122 IN. LIVE LOAD DEFLECTION > .487 IN. L/ 370 TOTAL LOAD DEFLECTION > .608 IN. L/ 296 7 r J�•Z 5_5 K , .4, � F-/ , ,.(�F-/, • 1 i G -R -e- c,,,(c, s c,� p . %, - 3.7 • • - ---------------------------------------------------------------------- REV 3-30-92 ------------------------------------------------------------------------ WOOD BEAN DESIGN DESCRIPTION >>NICKEL RESIDENCE _ >>FB -1 ------------------------------BEAN SUPPORTS ----------------------------- LEFT OVERHANG ) .000 FEET CENTER SPAN > 13.750 FEET RIGHT OVERHANG > .000 FEET --------------------------------LOADING--------------------------------- ---LEFT OVERHANG LOADING --- SEGMENT COORDINATES .000 .000 .000 .000 .000 POINT LOAD START X RI R.2 .000 .000 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 --,000 .000 .000 UNIFORM LOAD START X END X. .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 000 iliil ii0(i 000 .000 ---MAIN SPAN LOADING --- SEGMENT COORDINATES ASSUME LEFT REACTION IS ZERO 1.750 10.080 13.750 .000 .000 .000 .000 ,000 POINT LOAD START X 1.120 - 1.750 .977 .143 1.120 10.000 .299 .821 .000 13.750 .000 .000 .000 .000 .000 ,000 .090 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .367 .000 1.750 .601 .041 .077 1.750 10.080 .365 .276 .532 10.080 13.750 .261 1,692 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ---RIGHT OVERHANG LOADING --- SEGMENT COORDINATES ASSUMES SUPPORT IS ZERO - .000 .000 .000 .000 POINT LOAD START X .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .000 .000 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 ..000 .000 ------------------------------------------------------------------------ ,000 ,000 ,000 REACTIONS 2.504 2,972 3G ----------------------------- SHEARS/MOMENTS------------------------ -V:-AT LEFT OVERHANG ) .000 KIPS.. +V AT,LEFT CENTER SPAN ) 2.504 KIPS -V AT RIGHT CENTER SPAN > -2.972 KIPS -V AT RIGHT_OVERHANG > .000 KIPS DESIGN V...... ) 2.972 KIPS -M AT LEFT OVERHANG > .000 FT -KIPS +MOMENT AT CENTER SPAN > 7.326 FT -KIPS -MOMENT AT RIGHT SUPPORT > .000 FT -KIPS .000 DESIGN M > 7.326 FT -KIPS I) Irl>l, Y, 11 V 37 f'-AIc2O(r� LVL \00, -75 VY ,03 + Esc o(5=,-735 KV C, s �)l .• U ------------------------------------------------------------------------ REV 3-30-92 ------------------------------------------------------------------------ WOOD BEAM DESIGN DESCRIPTION >>NICKEL RESIDENCE . »FB -2 ------------------------------BEAM SUPPORTS ----------------------------- LEFT OVERHANG > .000 FEET CENTER SPAN > 18.000 FEET RIGHT'OVERHANG > .000 FEET --------------------------------LOADING--------------------------------- ---LEFT OVERHANG LOADING --- SEGMENT COORDINATES .000 .000 .000 .000 .000 POINT LOAD START X R1 R2 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ---MAIN SPAN LOADING --- SEGMENT COORDINATES ASSUME LEFT REACTION IS ZERO 3.750 18.000 .000 .000 .000 .000 .000 .000 POINT LOAD START X 2.500 3.750 1.979 .521 .000 18.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 UNIFORM LOAD START X END X .575 .000 3.750 1.932 .225 .735 3,750 18.000 4.146 6.328 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ---RIGHT OVERHANG LOADING --- SEGMENT COORDINATES ASSUMES SUPPORT IS ZERO .000 .000 .000 .000' POINT LOAD START X .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 UNIFORM LOAD START X END X .000 .000 .000 - .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ------------------------------------------------------------------------ 1000 .000 .000 REACTIONS 8.057 7.073 -----------------------------SHEARS/MOMENTS----------------------------- -V AT LEFT OVERHANG' ) .000 KIPS +V AT LEFT CENTER SPAN > B.051 KIPS -V AT RIGHT CENTER SPAN ) -7.073 KIPS -V AT RIGHT OVERHANG ) .000 KIPS DESIGN V ' ) B.057 KIPS -M AT LEFT OVERHANG `. .000 FT -KIPS +MOMENT AT CENTER SPAN ) 34.035 FT -KIPS -MOMENT AT RIGHT SUPPORT ) .000 FT -KIPS .000 DESIGN M' ) 34.035 FT -KIPS / "� (�u 2,�L nF A2gl.t.ft PS L 4- 0 n • f +6) 9-1 o f ULX Ciu np r_ Jv, `STI v e S t S 1 t i � 1 i j { i J t 3 i f f f t i ! . 1 I I t t f See amu- �s i . i I -----------------------------------------------------------7------------ REV 7-17-91 MOMENT DISTRIBUTION ---------------------------------- ------------------------------------- DESCRIPTION >)NICKEL RESIDENCE WB -4 ----------------DATA--------------- ------STIFFNESS COEFFICIENTS ------- L (a -b) > 4.670 FEET :K ab > .1605996 L (b -c) > 11.500 FEET 1K be > .0652174 -------FIXED END MOMENTS-------- FEM ab > 4.530 FT -KIPS FEM ba > 3.600 FT -KIPS 1 FEM be > 12.840 FT -KIPS f FEM cb > 9.800 FT -KIPS 1 --------------------------------- SUMMARY ------------------------------- 1.000 1.711 .289 1.000 ------------------------------------------------------------------------ -4.53 3.6 12.84 9.8 4.53 2.265 -4.9 -9.8 8.445424 3.429576 • 14.31042 -14.3104 Mb=-14.3104ft-kips ------------------------------------------------------------------------ o I` RG 3 1 - • 2. oG ,.::, asz - . - .. �1.-Zq, V; C. }- j I i s i , a 3` 6 w P=-7oF7F- c � f , p _ rl 19 _ i r9- ` cl . S�r,,(jD ------------------------------------------------------------------------ REV 3-31-92 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION))NICKEL RESIDENCE ))F -I -------------LOAD DATA-------------1--------------SOIL DATA ------------- POINT LOAD > 2.060 KIPS !SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > .858 KIPS/FT 1 LIVE LOAD X > 80.000 1 ------------CONCRETE DATA----------1----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI !STEEL Fy > 40.000 KSI m CONSTANT > 18.824 ! 0 FACTOR > .900 ! ------------------------------FOOTING DATA ------------------- --------- FOOTING SITE > 1.750 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. • FOOTING WEIGHT > .459 KIPS TOTAL P AXIAL > 4.021 KIPS TOTAL BEARING PRESSURE > i.313 KSF <OK> NET BEARING PRESSURE > 1.163 KSF FACTORED BEARING PRESSURE > 1.907 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ----------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 1.808 KIPS Vn=Vc=2(F'c)".5tbwtd > 16.800 KIPS 0 Vn > 15.120 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK> •Vu=(P net)t(EFFECTIVE AREA) > 4.993 KIPS Vn=Vc=4(F'c)".=ibotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl"2/2 ) .730 FT-YIPS/FT REQUIRED Rn=(Mu/O)bd"2 > 12.675 PSI REQUIRED p (BENDING MOMENT) > .0003 REQUIRED As (BENDING MOMENT) > `.031 IN"2/FT = .053 IN"2 MIN. REQUIRED p UFC 2610(f) ) .0004 337. INCREASE APPLIED MIN. REQUIRED As URC 2610(f) > .041 IN"2/FT = .071 IN"2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT- : 1 NO. 4 BARS E.W. 1 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 ------------------------------------------ REV 3-31-92 POINT FOOTING DESCRIPTION))NICKEL RESIDENCE >>F -2 -------------LOAD DATA-------------1--------------SOIL DATA -------------- POINT LOAD > 15.790 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT ! LIVE LOAD % > 80.000 ! ------------CONCRETE DATA ----------!----------REINFORCING STEEL --- CONCRETE F'c > _2.500 KSI !STEEL Fy > 40.000 KSI ® CONSTANT > 18.824 ! 0 FACTOR > .900 ! ------------------------------FOOTING DATA ------------------ FOOTING SIZE > 3.500 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN, • FOOTING WEIGHT > 1.838 YIPS TOTAL P AXIAL > 17.628 KIPS TOTAL BEARING PRESSURE > 1.439 KSF <OK> NET BEARING PRESSURE > 1.289 KSF FACTORED BEARING PRESSURE > 2.114 KSF (1.7tLL+1.4tDL) -=--------------------------FOOTING STRESSES ---------------------------- *DIAGONAL TENSION - FACTORED LOADS.- ONE WAY ACTION. <OK) Vu=(P net)t(EFFECTIVE AREA) > 10.482 KIPS Vn=Vc=2(F'c)^.5tbwtd > 33.600 KIPS 0 Vn > 30;240 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 24.956 KIPS •Vn=Vc=4(F'c)^.5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 3.237 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd"2 > 56.197 PSI REQUIRED p (BENDING MOMENT) > .0014 REQUIRED As (BENDING MOMENT) > .137 _ IN^2/FT = .478 IN^2 MIN. REQUIRED p URC 2610(f) > ,0019 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .02 IN^2/FT = .636 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT -4 4 NO. 4 BARS E.W. ! 3 NO. 5 BARS E.W. ! 2 .. NO. 6 BARS E.W. 1 2 NO. 7 BARS E.W. ! J V 12 .D ------------------------ .REV 3-31-92 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION))NICKEL RESIDENCE »F -3 -------------LOAD DATA ------------- 1 ------------ "SOIL DATA ------------- POINT LOAD > 3.650 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT 1 LIVE LOAD % > 80.000 ------------CONCRETE DATA ---------- ----------REINFORCING STEEL --------- CONCRETE f'c ) 2.500 KSI STEEL Fy ) 40.000 KSI m CONSTANT > 18.824 0 FACTOR ) .900 1 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE ) 1.670 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. • FOOTING WEIGHT > .418 YIPS TOTAL P AXIAL > 4.068 KIPS TOTAL BEARING PRESSURE > 1.459 KSF <DK> .NET BEARING PRESSURE > 1.309 KSF FACTORED BEARING PRESSURE > 2.146 KSF (1.71LL+1.4tD1) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION <OK> Vu=(P net)t(EFFECTIVE AREA) > 1.798 KIPS Vn=Vc=1(F'c)^.5tbwtd ) 16.032 KIPS 0 Vn > 14.429 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK) Vu=(P net)t(EFFECTIVE AREA) > 5.032 KIPS •Vn=Vc=4(F'c)^.5tbotd > 51.200 KIPS 0 'Vn ) 46.080 KIPS -------------------------FOOTING REINFORCEMENT ---------------------- Mu=(P net)tbl^2/2 ? .74B FT-KIPS/FT REOUIRED Rn=(Mu/0)bd^2 > 12.990 PSI REQUIRED p (BENDING MOMENT) > .0003 REQUIRED As (BENDING MOMENT) > .031 IN^2/FT = .052 INA2� MIN. REQUIRED p UAC 2610(f) ) .0004 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .042 IN^2/FT = .069 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 1 NO. 4 BARS E.W. 1 NO. 5 BARS E.W. 1 NO. 6 BARS E.W. 1 NO. 7 BARS E.W. 1 4-7 Ktv J -J1 -YL YU1N1 tUUI1Nh ------------------------------------------------------------------- DESCRIPTION>>NICKEL RESIDENCE >>F -4 -------------LOAD DATA-------------1--------------SOIL DATA -------- POINT LOAD > 8.570 KIPS ;SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > .193 KIPS/FT LIVE LOAD R > 80.000 ------------CONCRETE DATA ---------- ----------REINFORCING STEEL ---- CONCRETE F'c > 2.500 KSI STEEL Fy > 40.000 KSI m CONSTANT > IB.B24 1 0 FACTOR > .900 ------------------------------FOOTING DATA------------------------- , FOOTING SIZE > 2.670 FT.- / FOOTING THICKNE5S(t) > 12.000 IN. / .DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 1.069 KIPS TOTAL P AXIAL > 10,155 KIPS TOTAL BEARING PRESSURE > 1.424 KSF (00 NET BEARI146 PRESSURE > 1.274 KSF FACTORED BEARING PRESSURE > 2.090 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRE55ES---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 5.590 KIPS Vn=Vc=2(F'c)^.5tbwtd > 25.632 KIPS 0 Vn > 23.069 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK> net)t(EFFECTIVE AREA) > 13,971 KIPS •Vu=(P Vn=Vc=4(F'c)^.5$botd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT --------------------- Mu=(P net)tbl^2/2 ) 1.862 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 32.335 PSI REQUIRED p (BENDING MOMENT) > .0008 REQUIRED As (BENDING MOMENT) > .078 IN"2/FT = .209 IN^2 MIN. REQUIRED p UBC 2610(f) > .0011 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .104 IN^2/FT = .278 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 2 NO. 4 BARS E.W. 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 • • ------------------------------------------ REV 3-31-92 POINT FOOTING DESCRIPTION))NICKEL RESIDENCE >>F -5 -------------LOAD DATA -------------:--------------SOIL DATA ------- POINT LOAD >. 4.980 KIPS :SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > .193 KIPS/FT : LIVE LOAD y > 80.000 : ------------CONCRETE DATA ----------:----------REINFORCING STEEL --- CONCRETE F'c > 2.500 KSI :STEEL Fy > 40.000 KSI m CONSTANT > 18.824 : '0 FACTOR > .900 : ----------------- -_------------ FOOTING DATA ------------------------ FOOTING SIZE > 2.000 FT. / FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. ✓✓ FOOTING WEIGHT > .600 KIPS TOTAL P A%IAL > 5.966 KIPS TOTAL BEARING PRESSURE > 1.492 KSF (OK> NET BEARING PRESSURE > 1.342 KSF FACTORED BEARING PRESSURE > 2.200 KSF (1.7tLL+1.41DL) ----------------------------FOOTING STRESSES -------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 2.933 KIPS Vo=Vc=2(F'c)".5tbwtd > 19.200 KIPS 0 Vn > 17.280 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 7.822 KIPS Vn=Vc=4(F'c)".5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl"2/2 > 1.100 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd"2 > 19.098 PSI REQUIRED p (BENDING MOMENT) > .0005• REQUIRED As (BENDING MOMENT) > .046 IN"2/FT = .092 IN"2 MIN. REQUIRED p UBC 2610(f) > .0006 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .061 IN"2/FT = .122 IN42 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--: I. NO. 4 BARS E.W. 1 1 NO. 5 BARS E.W. : 1 NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 ' i 2`- o`` s�.x T 1� ------------------------------------------------------------------------ REV 3-31-92 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION))NICKEL RESIDENCE >)F -6 -------------LOAD DATA ------------- --------------SOIL DATA ------------- POINT LOAD ) 8.060 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD 7. > 80.000 ------------CONCRETE DATA----`-----1----------REINFORCING STEEL --------- CONCRETE F'c ) .2.500 KSI :STEEL Fy > 40.000 KSI m CONSTANT > IB.B24 1 0 FACTOR > .900 : ----------=-------------------FOOTING DATA ------------------------------ FOOTING SITE > 2.500 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .938 KIPS TOTAL P AXIAL > 0.999 KIPS TOTAL BEARING PRESSURE > 1.440 KSF (00 NET BEARING PRESSURE > 1.290 KSF FACTORED BEARING PRESSURE > 2.115 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 4.847 KIPS Vn=Vc=2(F'c)".5tbwtd > 24.000 KIPS 0 Vn > 21.600 YIPS DIAGONAL TENSION - FACTORED LOADS-- TWO WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 12.27B KIPS •Vn=Vc=4(F'c)^.5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT --------------------- Mu=(P net)tbl^2/2 > 1.652 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 28.686 PSI REQUIRED p (BENDING MOMENT) > .0007 REQUIRED As (BENDING MOMENT) > .069 IN^2/FT = .173 IN^2 MIN. REQUIRED p URC 2610(f) > .0010 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .092 IN^2/FT = .230 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 2 NO. 4 BARS E.W. 1 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 ' 5-o ------------------------------------------ REV 3-31-92 POINT FOOTING DESCRIPTION))NICKEL RESIDENCE >)F -7 -------------LOAD DATA-------------1--------------SOIL DATA ------- POINT LOAD ) 7.070 KIPS :SOIL BRG CAPACITY) .1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD 7 > 80.000 ------------CONCRETE DATA----------1----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI STEEL Fy > 40.000 KSI m CONSTANT > 18.824 1 0 FACTOR > .900 ------------------------------FOOTING DATA -------------------------- 51 FOOTING SIZE> 2.330 FT. / THIO FOOTING THICKNESS(t) > 12.000 IPJ. DISTANCE TO REINF(d). > 8,000 IN. • FOOTING WEIGHT ) .814 KIPS TOTAL P AXIAL > 7.884 KIPS TOTAL BEARING PRESSURE > 1.452 KSF <OK) NET BEARING PRESSURE ) 1.302 KSF FACTORED BEARING PRESSURE ) 2.136 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES------------------------ DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION <OK> Vu=(P net)t(EFFECTIVE AREA) > 4.139 KIPS Vn=Vc=2(F'c)^.5tbwtd > 22.368 KIPS 0 Vn > 20.131 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK> net)t(EFFECTIVE AREA) > 10.646 KIPS •Vu=(P Vn=Vc=4(F'c)^.5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT ---------------------- Mu=(P net)tbl^2/2 > 1.449 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 25.162 PSI REQUIRED p (BENDING MOMENT) > .0006 REQUIRED As (BENDING MOMENT) > .061 IN^2/FT = .142 IN^2 MIN. REQUIRED p UBC 2610(f) > .0008 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .081 IN^21FT = .188 IN"2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT -- i NO. 4 BARS E.W. 1 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 1 NO, 7 BARS E.W. 1 51 i t 1 6 S3 ------------------------------------=------------------------------------ REV 10-3-91 LATERAL DESIGN DATA ------------------------------------------------------------------------- DESCRIPTION >)NICKEL RESIDENCE >) -------------------------------GENERAL DATA------------------------------ EXPOSURE > B Ce > .70 BASIC WIND SPEED > 75 qs > 15 IMPORTANCE FACTOR > 1.00 METHOD > 1 NORMAL FORCE METHOD ROOF PITCH ) 26.5 DEGREES MEAN'ELEMENT HT. > 20.00 FEET p=CeICgIgsI I PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq p(KSF) DIRECTION ------------------------------------------------------------------------- WINDWARD WALLS .80 .0084 INWARD •LEEWARD WALLS .50 .0053 OUTWARD M WINDWARD ROOF .30 .0032 INWARD LEEWARD ROOF .70 .0074 OUTWARD ,WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0074 OUTWARD ------------------------------------------------------------------------- REV 10-3-91 LATERAL DESIGN DATA ------------7------------------------------------------------------------ DESCRIPTION ))NICKEL RESIDENCE -------------------------------GENERAL-DATA------------------------------ EXPOSURE > B Ce ) .80 BASIC WIND SPEED > 75 qs > 15 IMPORTANCE FACTOR ) 1.00 METHOD > 1 NORMAL FORCE METHOD ROOF PITCH ) 26.5 DEGREES MEAN ELEMENT HT. > 40.00 FEET • p=CetCgtgsII PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq p(KSF) DIRECTION ------------------------------------------------------------------------- WINDWARD WALLS .80 .0096 INWARD LEEWARD WALLS .50 .0060 OUTWARD WINDWARD ROOF .30 .0036 INWARD LEEWARD ROOF - .70 .0084 OUTWARD WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0084 OUTWARD L23, c -c- d -y- wl gd o 3'', �Z''o -`- I-Z(.4-(� 1 , I 1 ` ! r , 1 . t , i S4- 0 IVIQ►'In1 SS l a wl ( 00 L 1 eU- 4-,J. . i F , 1.1 50 9 7 I F R Ir t - Sr l l � ex c '2A G ti� �o I -Fs to I' - > a �— t > a �— w� = 3 �5+3.15 = ?,•S' , C� v p caee- 59 1 i r 4 { � • ! 59 ti C-0 D, Yew 6-y-- V�) L) (9 av m 1 -22 f,-) �- W4t o -f 0 9lL1��.4�1rw4 k5 S i i • 0 se, !/ 1 _ i f i t t C Cil ( 2y1N✓ ? �►^� 4-o + aS j-vL l 0 41, l ,•ate r3 �P ,53g'-, i � J Z Y ' f 5112 10 1- 0 t -1-7 �G-„5Q,1vafi cb E O .L i . . � ..f.. X35.. G'K O z z V i � 1 63. ------------------------------------------------------------------------ �cV 11-6-91 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>NICK,EL RESIDENCE >>FLOOR 2 - LINE B ---------------------------------SUMMARY-------------------------------- TOTAL APPLIED LOAD ABOVE LINE (P1) > KIPS (SW ABOVE> TOTAL APPLIED LOAD AT LINE (P2) > 2.510 KIPS <DIAPHRAGM> V / TOTAL LENGTH OF ASSEMBLY (1') >. 44.250 FEET Y/r TOTAL LENGTH OF SHEARWALLS (1) > 6.000 FEET SHEAR PER FOOT - SHEARNALLS (v) > .418 KIPS/FT (SHEARWALL v> SEGMENT W/O WALL OPNG P1? P2? FORCE 14.000 0 14.000 Y000 3.000 W 3.000 Y dZ � 4.750 0 4.750 Y -.291 n 3.000 W 3.000 Y -.021 12.000 0 12.000 Y -1.106 r 7.500 0 7.500 Y -.425 • ------------------------------------------------------------------------ REV 11-6-91 ------------------------------------------------------------------------ 1 COLLECTOR FORCES DESCRIPTION >>NICKEL RESIDENCE >>FLOOR 2 - LINE D ---------------------------------SUMMARY-------------------------------- TOTAL APPLIED LOAD ABOVE LINE (PI) > KIPS (SW ABOVE> TOTAL APPLIED LOAD AT LINE (P2) > 2.660 KIPS (DIAPHRAGM> TOTAL LENGTH OF ASSEMBLY (1') > 43.000 FEET TOTAL LENGTH OF SHEARNALLS (1) > 7.500 FEET SHEAR PER FOOT - SHEARWALLS (v) > .355 KIPS/FT (SHEARWALL v> SEGMENT W/O WALL OPNG P1? P2? FORCE 19.000, O 19.000 Y .000 3.750 W 3.750 Y 1.175 2.540 D 2.500 Y .071 • 3.750 W 3.750 Y .232 14.000 0 14.000 Y -.866 n. G ME CS ------------------------------------- REV 11-6-91 COLLECTOR ---------------------------------- FORCES OPNG P1? P2? 7,500 • W ------------------------------------------------------------------------ DESCRIPTION ))NICKEL RESIDENCE Y 10.500 0 10.500 Y LINE A W 5,500 Y 12.000 0 _ 12.000 Y 3.500 W - ---------------)FLOOR--------- - - -SUMMARY-<------------------------------ Y 10.000 0 10.000 TOTAL APPLIED LOAD ABOVE LINE (Pi) > 14.000 KIPS (SW ABOVE> 14.000 Y TOTAL APPLIED LOAD AT LINE (P2) > 5.380 KIPS (DIAPHRAGM) TOTAL LENGTH OF ASSEMBLY (1') > 46.750 FEET TOTAL LENGTH OF SHEARWALLS (1) > 13.750 FEET SHEAR PER FOOT - SHEARWALLS (v) > .391 KIPS/FT <SHEARWALL v> is SEGMENT W/0 WALL OPNG P1? P2? FORCE 4.000 W 4.000 N .000 5.000 O 5.000 N -1.565 5.150 W 5.750 Y -1.565 5.000 0 5.000 Y -2.995 2� 4.000 W 4.000 Y -2.283 11.000 O 11.000 Y -3.27 12.000 0 12.000 Y -1.710 �-f' �� _ ).5(3,Q. C 1S --53) -------------------------------------------- REV 11-6-91 COLLECTOR FORCES DESCRIPTION >>NICKEL RESIDENCE >FLOOR I - LINE E ---------------------------------SUMMARY-------------------------------- TOTAL APPLIED LOAD ABOVE LINE (P1) > KIPS (SW ABOVE> TOTAL APPLIED LOAD AT LINE (P2) > 5.260 KIPS <DIAPHRAGM) TOTAL LENGTH OF ASSEMBLY (1') > 63.000 FEET TOTAL LENGTH OF SHEARWALLS (1) > 16.500 FEET SHEAR PER FOOT - SHEARWALLS (v) > .319 KIPS/FT (SHEARWALL v) SEGMENT W./0 WALL OPNG P1? P2? 7,500 • W 7.500 -2.182 -1.180 Y 10.500 0 10.500 Y 5.500 W 5,500 Y 12.000 0 12.000 Y 3.500 W 3,500 Y 10.000 0 10.000 Y 14.000 0 14.000 Y FORCE .000 -1.165 -.888 -2.182 -1.180 -2.004 - ST�Zz4- cs<sv �K, L,�.,�_ _�� (c '�` i �. !/!c�-�.0 � � �- r c4-4, C-SIro 5�� sem. Vol 2$— . 6-7 r r ' t , � r i i I i r c4-4, C-SIro 5�� sem. Vol 2$— . 6-7 e,Al' ... � i FM IVII-- . R r . ... 1. ,. .. I � ' 1 V r I r I i i I G r , , I � ' 1. � I i ... � i FM IVII-- . R r . ... 1. ,. .. 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