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HomeMy WebLinkAbout047-440-061r 047-440-061 02-0403 DELOREY, TONI & 1-10LLY loo "TULIYANI DR., CH: yINALE CONT: MORRIS DF-VELO W NT. , NSI" -313R W/GARAGC 047-440-061 2-2526 INALE DELOREY, TOM 4255 TULIYANI DR., CHICO CONT: MORRIS CEV. DETACHEDSHADESTRUCTURE 047-440-061 02-2101 DELOREY, TOM & HOLLY INALE 4255 TULIYANI DR.,. CHICO COM: JAMESGR-sFFIN POOL -TO BE MASTERED 047-440-061 02-3374 DELOREY, TOM & HOLLY 4255 TULIYANI DR., CHICO CONT: JAMES GRIFFIN GAS LINE FOR POOL (RE:BP#02-2101) NOTES RESIDENTIAL ,/PC--(, E 047-440-061 !2-2526 i PERMIT NO.—,.DELOREY, TOM ' --- -� 4255 TULIYANI DR., CHICO ! CONT: MORRIS DEV. DETACHED SHADE STRUCTURE 1 f F 1 { 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) ( Signature .fes CHECKED BY J=OK 0 = Not OK . = NotReadyabte 7. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Utility Clearance 1. Zoning Requirements -Setbacks -Easements Ca orts; Windows -,Doors 2. Soils; Special MH Support Sketch Vectric 3. Sewer; Location -Test -Fall -C/O -Concrete Card B-1 Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 8.. Gas'and Electricity Tagged 9. Exits ' 10. License Decals 11. Verify #'s with Office Date Card B-1 Date . Card B-1 Date 'Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , C E , CARPORTS, GARAGES (Plans) OK except #'s ,Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 7. Well Clearance & Disconnect 8. Utility Clearance 6. Ca orts; Windows -,Doors 7. Vectric Date Card B-1 Date Card B-1 Date 9. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements Ext.; Steps -Doors -Landings 2. Footings; Size -Spacing -Marriage Line Braced Wall Panels 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector 1. 7. Water and Sewer Connected -C/O to Grade -HD Approval 2. 8. Gas and Electricity Tagged 3. 9. Tie Downs -Type -Installation Cert. 4. 10. Exits; Insp.-Sketch 5. 11. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit Card B-1 Date Card B-1 Date Health Department Approval Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Enclosure; Fencing -Alarms 3. Blocking 4.. Gas; MH Test -Demand -Valve Card B-1 Date Card B-1 5. Electricity; MH Test. Card B-1 Date Card B-1 6. Water; MH Test 7. Water and Sewer Connected 8.. Gas'and Electricity Tagged 9. Exits ' 10. License Decals 11. Verify #'s with Office Date Card B-1 Date . Card B-1 Date 'Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , C E , CARPORTS, GARAGES (Plans) OK except #'s ,Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca orts; Windows -,Doors 7. Vectric Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 4p .Gard B-1 e Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)38 541 ER T N (Rev. 12/96) APPLICATION AND PERMIT Z" ASSESSOR PARCEL NUMBER ' 047-440-061 ZONING BUILDING PERMIT OWNER . DELOREY TOM TELEPHONE 891-14421 SO. FT. OCC. BUILDING VALUATION 456 C 928.00 . OWNER'S MAILING ADDRESS 189 E. 9th AVE CHICO, CA 99996 CONTRACTOR'S NAME MORRIS DEV. TELEPHONE 1891-0444 CONTRACTORS MAILING ADDRESS 575 E. 3rd AVE., CHICO, CA 99996 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5,928.00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 52.69 BUILDING ADDRESS TU13YANT DE CHIM Energy Plan Checking Fee4255 $ PERMIT FEE $151-65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑/ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED SHADE, STRITMjRE, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOVOR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class .z Lic. No.��% OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: and will maintain a certificate of consent to self -insure for workers' ensation, as provided for by section 3700 of the Labor Code, for the ❑ Lerformanceof the work for which this permit is issued. ❑ and will maintain workers' compensation insurance, as required by Section of the Labor Code, for the performance of work for which this permit is issued. orkers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO lOooA 46.00 NEW CONST. DWELLING OCCUP. OR AODNS.( a ACC. BLDS. SO 3.50FF p�O" CONST..,. MULTI.OUTLETCUITS @7.50 APPARATUS a SINGLE OUTLET CIR. OUTLET OR FOCTURES Ex. Occup.SAL 20 9 1'50 9 .so Ex. Occup. oUXT PRM.) FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S' Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. .,, X �3.0 4- AL Date Signature of Applicant - ❑ O er S Cq actor ❑ Agent An OSHA permit is required for xcavationsAAo''ver 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT FEE $ HAz L11 FE I V FLOO QDF CEL This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By 4141 Q PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. ate / D to rReceiptNo. 360323 $242.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r• 7 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 0(4 + y T OJC� Proposed Building Use: X3'1 �(.UX.(C .t��✓ �x�t Counter Technician:y Date: 1 ^ t Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1 .. of plans, 3 or 4 sets signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. LVA. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. /"4. Engineered truss details and layouts in duplicate. No faxes! AM. Energy compliance design and supporting documentation in duplicate. V*6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. f Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up.when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................. ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as s)iown on the attached Schedule of Fees Due °Sheet ....................................... ❑ 15 tatemenf'of Intent for Non -heated and A/C Buildings .......................................... X16. Sanitation and plot plan approval from the Environmental Health Department in . 0 :jff- 0 17. City of Chico Plumbing permit......................................................................... ❑ 18. Califorrt-ia Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: Q 'K (B)Parking: (C) Parcel Check: c� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. R Pre -Inspection for required ................ ❑ 23. Contractor's license'information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ O 0K ❑ Grant Deed, ❑ M. . Title/Statement of F cts, ❑ Lette from Lega Owner, ❑ Check to H.C.D. $ Ce 31. Other: v. 'When issued Telephone and hold for pickup. 1 I have been infofm�d of the above ites and requirements for obtaining a building permit. Applica t: i Date: e))�__ 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, desig ne was advised of the above data by phone, ❑ mail, ❑ counter, by t - Date: . Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou ter, bY__ Date: Plans reviewed by: Date: Plans approved by: Date: Q , Z Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division U COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: �-C/i ��I,q� �0((IS ADDRESS: `7 / S i I ve m d o _ CITY £t STATE: C,h. I Cv C_cx q S C DATE OF CLAIM: 10 - 9' - (3 P IMPORTANT: SEE INSTRUCTIONS UN htvCno� SUBMIT CLAIM TO DEPARTMENTRFCFIV/NG nnnnc na crnmrcc DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT q rr r r �L n� n 3 ' n Jl (� ' L' 11 CLERI.CFL EP,R©i..:' . (::y'�P rr v +7 -44v -Col P J; 02-252 RECEIPT A 350M., DATED 9-11-02, OWEii: -.TOM DELOREY. ) _�V _.. TOTAL AMOUNT PAID $242. 65 TOTAL AMOUNT TO BE'REFUNDED 89. 00 TOTAL I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an, as stated. Dated this C day of Glebe� 20C , at Calif. Si nature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that t Budget Appropriation ( ] or Specific Board Approval ( ) (Check one) for the same. Dated this 15th day of OCTOBER 02 , at OROVILLE I �, De artment Head�oAut"o"i"ed Deputy Dept. Code 440-001 Exp. Code 4210500 for $ 89,00 PAYABLE FROM CnN.TRiI(7TnN PFRMTT$ Dept. Code Exp. Code PAYABLE FROM De t Code Ex . Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. REFUND CLAIM APPLICATION -4v e�j Ca_'AIMAN7S NAME 1 :G MAIL'INADDRESS' - (AS_S_ES_SO-R-P-AR CEL?# 0q-7 - z4 O - 06 REC:E:CP_T.-N.U:MBER:(:S) 03 2-3 Request a refund of fees paid on the above receipt number(s) for t e foll ngeasons: f eZ !� l� h r n� c� ✓� E''X C��^--ili T� �S v� e./FU.e- t Please refund any applicable fees in the following categories: (C heckithoselcategon_ess, 3 which -you -wish -to -have -refunded) ( ) Building Permit Fees (A SRA Fees (CDF Fire Planning) eDisposition-of=P-lans: ( ) Plans returned to me at counter ( ) Sheriff Fees ( ) Urban Area Fees ( ) Please mail plans to me at above address. ( ) Please dispose of plans. S:IGNATU:REP t0ATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. �I FOR BUILDING DIVISION USE: Receipt Information: Number. Date: Issued To: Amount: Fees Retained: Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee: Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE c9—y� $ $ "C) PLANNING DIVISION- BUILDING PLAN APPROVAL Use: aK Date: cli - 13 Parking: - Landscaping: Other - Signature: ,.J 4 Cq7 - qq6 -vG / F.e_kck_s Te_�Z_ 9D. ID 214 001 I T /c, � lago Je f—A-,j – 42 4-4 fi , BUTTE COU N I I -W W � 6% ILD ING DEPARTMP"L ' e_ UNA pROVFn 190. (01- zk� � f iV L 1) ,� � V F:-- rl lN -copy f�_'Lex-4,rz, I cam:. P$.4 C, ,_, e _ 0..o4 AD I -e.. i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY $402 Pian AMachod i-lcalP9mn A !s®d e S®ns in G.D. S6r W I i Owner Location AP# iPlan Approved for: Sewage Disposal >< Water Supply: Public Private Well N a Clearance for -dwel in . Other 1 N N N o Hold final for: Final clearance O.K. for: NOTE: Environmental Health Health Specialist Date 8/96 19D. (D 19 40-1d.c. ffiz=j e— T9 I xlb�- Azo 4�/afl'itis --- 0 O 1"7 / -k- x -I I -tz rev} I'e- 4-4 -1),P� (v f�-. • NOTES o (J4 RESIDENTIAL 047-440-061 02-0403✓� `` 'DELOREY, TOM & HOLLY ULIY. I .J DR„ CHICO CONT: MORRIS' DEVELOPMENT NSF — "BR W/GARAGE II SPECIAL CONDITIONS II CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VE I OFFICE COPY � U� Address 1 — I SU GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature h t i h� - E r r . r. ( RESIDENTIAL 047-440-061 02-0403✓� `` 'DELOREY, TOM & HOLLY ULIY. I .J DR„ CHICO CONT: MORRIS' DEVELOPMENT NSF — "BR W/GARAGE II SPECIAL CONDITIONS II CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VE I OFFICE COPY � U� Address 1 — I SU GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature h t RESIDENTIAL 047-440-061 02-0403✓� `` 'DELOREY, TOM & HOLLY ULIY. I .J DR„ CHICO CONT: MORRIS' DEVELOPMENT NSF — "BR W/GARAGE II SPECIAL CONDITIONS II CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VE I OFFICE COPY � U� Address 1 — I SU GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature h / = OK 0 = No1,OK - = Not Applicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connecto: 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liaht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s mg -Setbacks -Easements -Flood -Slope Main; Soils-Elec. Grnd.- " Ftg. Depth r r Ftg., Garage; Soils-Steel-Elec. Grnd.-/,2_4' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. SKwalls, Garage; Steel-Blockouts-Wrapped JL ( U i 6d!- IjWd Downs and Special Anchors f t Sla Leel -Wrapped t Fireplace Ftg.-Steel i t .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe, Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PkLIMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle 1 Water Pipe; st) Anchor -Nail Protection 9 W.V. a Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date a� Card B-1 1 Date Card B-1 Date Card B-1 Date Card B-1 Date E TRICAL (Permit) OK except #'s Fi re & Transformer Clearance -Ins. Protection 2 Elec. Receptacles Spacing -Lights & Switches at Doors 2,,�'SizA Boxes & No. of Conductors Stapled 2 . Romex Installed Close to Edge of Studs & C.J. 27. p. Ground made up w/Mech Fasteners -Bond Gas & Water 37. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. bleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 0. Range Circle/ / ga Cuor AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes O No 0 31. rvice-Riser Conductors & Ground Main Disconnect Line Firewall & Openings Equip. Clearances Panels-Motors-Mech. Equip. 33 9dthes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date °V Card B-1 / Date Card B-1 Date Card B-1 o Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 4, eaders & Beams -Size & Bearing Line Firewall & Openings 53. Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 Sill Proper Materials & Anchors 41 alls Studs -Nailing Spacing & Braces -Plates -Sound 42 aring Walls over Girders & Floor Nailing 4 aft Stop in Walls (rat proof) drm. Windows or Exiting Doors -Sill Ht. & Dimensions re Stops, Furred Ceilings -Stairs -Chasers -Tubs 4, eaders & Beams -Size & Bearing Line Firewall & Openings 53. Date FRAMING (Continued) 4 Hangers -Post Caps -Anchors -Connectors 42! Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. Infiltration -Walls -W Adows Ties or T lue-Fireplace Throat Clearance 124replace .KAt!jp Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 Garage Fire Protection Framing -/y 530roperty Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits FINAL (Plans) OK except #'s width- Headroom- Rise -Run- Landina-Fire Protection !7777--0od on Roof Overhang -Attic Vents -Rafter Outriggers 5 tiding -Nailing Veneer O Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 56. azing Area -Glass Protection-Skyli ts-Plastic 5 Shear Walls; Nailing -Bolts a 60. Aace Interior/Exterior Wall Panels A//l7,P2/ Vl .. Insulation -Walls -Ceilings 62. Infiltration -Walls -W Adows Date Card B-1 Date Card B-1 Date Card B'1_ Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive J Yes J No/Walks D Yes D No/Planters J Yes D No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Root, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califqrnia 95965 • Telephone (530) 538-7541 P IT NO. (Rev. 12/96) APPLICATION AND PERMIT iq.g ASSESSOR PARCEL NUMBER 047-440-061 ZONING BUILDING PERMIT OWNER TOM & HOLLY DFWREY TELEPHONE 343-8505 SO. FT. OCC. BUILDING VALUATION 2552 R 137 808.00 OWNER'S MAILING ADDRESS 189 E. 9th AVE. CHICO CA 95926 748 U 13 464.00 CONTRACTOR'S NAME MO1t,JS DEVELOPMENT CO. TELEPHONE 891-0444 396 C 5 148.00 CONTRACTORS MAILING ADDRESS 575 E. 3 CONSTRUCTION LENDER Fireplace i)500.00 LENDER'S MAILING ADDRESS Total Valuation $ 157M0.00 ARCHITECT OR ENGINEER JEFF RIC EL LICENSE NO. Film Fee $ 20.00 Permit Fee $ 842.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 20 Plan Checking Fee $ 547.63 BUILDIN DRESS TULIYANI DR. CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1433.13 LOT NO. 17 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF X duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 13 7.00 1.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 . 00 Each as water heater or vent 15.0015.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF' - 3BR W/GARAGE Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 171 -no ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Q. - Lie. No. 3#03;37 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) K I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compl with those provisions. - X � 1�DateW,4� © 5 aofture p cant - ❑ Owner C ntractor ❑ Agent n OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO lC 46.00 200ALICENSED NEW CONST. DWELLING OCUP. � "l 1 So OR ( Ace.BLDC NEWcONS. M UTLET NON-RESID. 97.50 POWER APPARATUS a SINGLE ovrLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @ I. 0 Ex. Occup. OFlxuT A= )0E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 20-00 Cooling 20 00 Hood 6.50 Ventilation f ire lace PERMIT FEE $ q9 00 Mobile Home Installation Fee $ Energy Inspection Fee $ OW3 TOTTYPE T TAL FEE $ 46 . ' 3 HA2. p, FE IM FLOG CD P C PD HD ISSUEcompensation This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indi ab ve for hich fees have been paid. By ate G PERMIT EXPIRES ON 4- �za3 Date ReceiptNo. 343297 $650.63,#93-7':I--)--46/aC/ , 77!3 WHITE-D.D.S.-B.D. CANARY-ASSE SOR PINK -INSPECT GOLDEN ROD -APPLICANT FA BUTTE COUNTY PARKS DEVELOPMENT =FSS CERTIFICATION FORM CHICO AREA RECREATION AND.PARK DISTRICT Assessor Parcel Number(s) (ny l Llch) —06 1 Property Owner- Project wner. Project Location/Address Subdivision &41d Lot Number(s) ! Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of'Dwelling Units ' L Comment: Building Department Representative Date-� rt�r�rrr�xxx��r,�*�r�r�r�r*�r**�r*�r*�rrc�rx�r�r,�rr�c�rvr�r,r�rrrx,rvr*,rwxw�r�rrr�r�r,��r,��r�r�r�r��r�r�r�r�rwrr�r�c�r�r�r*�t Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Address) , (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @'$1,189 for total payment.of $ H P1. / �266'� �Mu��zn !�J CARD Representative PAID BY CHECK NO, : REMARKS: BANK NO. -_; k. ) PAID BY CASH RECEIPT NO. Distribution: qlqlo,-)— ' 14/04!02 #6935 1Z.07PM *WTOTRI $1169.00 White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD. Goldenrod --City of Chico Building Dept. park. fec (form rcvzIseQi 11/90) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM p 4 �n (One -form `per- Building) _ 4ir School District 3� t [ Building Department No. 'A.P. Number y�'' �� Jurisdiction: CityCounty Property Cnwrier 'WOHIL4 e G rC Property Location/Address �� ' 1 t,1 tt M Up— i C— y Subdivision Lot No. ................................................................................................................... Residential Development Sq. Footage, No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection) ............................................................................................... »,-R'c.[.....:+S.:.rcrr.ca'7^,-r.ryClr�-:.aGfky:anr,�.w.r�-•. ��•-ii»�.:n;.s.-f .ice _ .._r .' _ ia:..•lgat---..._:...,�,.e+..-..c.•z Commercial/Industrial Sq. FO�sg+...tw...-..-.—_f�t.,.a<- ...,. to e New Addition (Including Exterior c Roofed Areas) Building Depa ri en Representative Date / �% Irloor runs reviewed ny School Uistnct Personnel) District Identification N V v V 9 0 School District certifies that P 1� IJ � � � Ay -Q' (Street A/d�Gdrr/e�'ss) , 0 A (City) has complied with the rreegquirementss of Resolution No. _ representing 44—square feet. Ami School District Paid by Check # Remarks: �- (Applicant) Z-70Ws (Phone Number) -7, SV -2-& - 23 o,Z Re) (Zip Code) by payment of $ i AB 2926 $ FULL MITIGATION S l -VIVID Date V I Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government-pode Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent•to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality,Act (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) t feeform.xls 110/98)dmm Y` K � �..-T�q•PI�,cM '.iR�FTi.1..(((�o�'ii„Feq�'Sii 3.�y�NCYrt 1�W ]�;yJ^ a COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ;y 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 �- PERMIT APPLICATION DATA SKEET OWNER:6 /+ �` r Vf / ASSESSOR PARCEL NUMBER Proposed Building Use: /V�w~� Counter Technician: 4AL Date: IZ 4- 6 2— Items required in orders to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. $ • . Plot plans, 3 or 4 sets, signed by the preparer of the plans. J'am-2 omplete plans, 3 or 4 sets, signed b the re arer of the plans. OV- ,V,#4. Engineered plan 4 sets, wet si nature n la AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! ,k5. Energy compliance design and supporting documentation in duplicate. W,6.- Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 08. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ PV Plot plan and business license approval from the City of Biggs .................................... VVA0. Letter,of intent for non-residential buildings..............Y.......................................... 0 IV,� 1. Detached Accessory Building Form filled out by the owner:t................................... 2. Hazardous Material Form............................................................................... ❑ 13. Other Rema' ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ................................ c1 k .. 16. Sanitation and plot plan approval from the Environmental Health Department in i''`` j0City of Chico Plumbing permit .............................................. J Aj R . California Department of Forestry plan approval paid. Sent by. Z�I �.... Planning approval for (A) Use: o J< (B)Parking: (C) Parc Check: &,4, Contact Land Development about ❑ Improvements, ❑ Drainage ............................... LP 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). X(V LV'92- Pre -Inspection for required ................ L043. Contractor's license information. (Number, Name Style, Classification) ...................... 4k-4. Worker's Compensation Carrier and Policy Number ..............:.............................. 1W5. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Aw Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance............................................................... x'419. Existing violations and/or expired permits......................................................... 6f*6- ❑ Grant Deed, ❑ M.H. itle/Stateynent of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 'W(i�31. Other: en issued Telephone and hold for pickup. 1have been infor of the -above items and requirements for obtaining a building permit. _Applicant: Dat . O 1. Index permit application for the above items numbered: `/ 7 Plan Check Letter 2. Additional items required ' Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑. counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter by Dater L� Plans reviewed by: Date: Plans approved by: 11 Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: 1 Date: Ye ow: Building Division r s , TO: Building Departme FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to S.D. / c9a— 0 403 0-a�pA/ 4zS5 4c�,' Zf7-4�o-06 / Owner/ Location AP# Plan Approved for: Sewage Disposal n Water Supply: Public Private Well x Clearance for Wig. Other -t &/,-.r, le"q-e. 1-�;,Hold final for: I Lunt.!, Zj b G ny, Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 S EDULE OF FEES DUE OWNER PROPOSED BUILDING USE v 1 BUILDING PERMIT FEES --Balance Due ..................... $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ SCHOOL DISTRICT FEES �h C Cr v (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) .................... 4. URBAN AREA FEES Residential ............................ x$360.00=$30. &-r, x $0.03 = $ Sq. ft. x # Units Amt. Commercial (Sq. ft.) ............. x Sq. ft. Amt. k5. RECREATION DISTRICT FEES 6 h f�6 0 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) 00.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.:00 (paid at Building Division) 10. OTHER A.P. # YZ— DATE 6 6 �--- RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT Z.�. ��/lz ^ DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requiremen-ts for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) / y SITE PLAN REVIEW APPLICATION Date: 2- 2 6- 0 2 AP# Permit Number (if applicable) O`Z- 0 Y0 3 .APPLICANT INFORMATION Parcel Size: ► C - Owners Name: DCLU12 C� �O �^`� NO LLQ% 1 8� E, C)TH .A V L cH i c cA ciS9 2k Owners Address: � Telephone No.: 3 Li 3 - 8'SO,5 �� ► �"1 �� Situs Address: TV Ll YAW) ib2 Proposed Use:: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home { . ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial .. ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval IN Site Plan Stamped Approved By l.p IDate Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • • Flood Zone: 'X I • Flood Panel No.: O C2>�2Eo IS Index Date: 14-2-0' C -p ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ® North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Variance ❑ Minor Use Permit ❑ Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S (�D, -- I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side S 3 Side Street Rear So Height 3 Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ® NCSP/CSA 87— ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Fl Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 11 Subdivision Map/Parcel Map: f SH I via t-Ls�l GSfi Art-�s Map Date of Recording: 2-I 0 - C? Lj Lot: 1 7 ❑ Use Permit/Minor Use Permit Permit Number: Book: i 3D Date of Approval: ® Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 9? -/8 L) Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ® Engineered foundations are required. TwE (r£o-rEGHUic.Ai­ iNYES-n(,r , i&,.i 3y L RA ��%G ���-�►JG— 3'Or� µ% Class A roofs are required. ❑ Page 4 of 5 t; Y ®_ ADS N DT -6 -FO 10—i HE APPUGA►.1T i r'E2i-, I T WH 1C.N I�Ry A 6L� D23a11,%AG� Q2tCrHT-�`Rrpl� T1-i� Crtof6 IY kGCf£rL S�U�>-� Levy YS, ADArns , f3v=e GoUjjTy SUQ6fzjpTz_ ❑coUrL-r N0, 11?lLID " Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 y ----RECORDING REQUESTED BY -: AMWELL T[TLE & ESCROW CO. THIS DOCUMENT IS A TRUE CERTIFIED AND WHEN RECORDED MAIL TO: COPY OF THE ORIGINAL THAT RECORDED BUTTE COUNTY BUILDING DMSION 3—'2-6-02 7 COUNTY CENTER DRAS INSTRUMENT V; OROVILLE, CA 95 NO.3� IN THE OFFICE %5 OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA. BIDWELL TITLE & ESCROW COMPANY By AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building property described herein is adjacent to land or included within an area zoned fora cultural permit.The agricultural Purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date `3- ll- PROPERTY OWNERS: State of California County of 8 u -L6` On 03- /l—vim personally appeared -,n5 known to we (or proven to me on the balls of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESofficial seal Signature= Seal: - S. AMBROSE A.P. # COMM. 11295163 9bNOTARY pr, PUBLIC -CALIFORNIA COUNTY OF BUTTEComm. £xplres Feb. 24, 2005 Order No. 00199766-002 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL!: LOT 17, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER.OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 82,83 AND 84. AP NO. 047-440-061 PARCEL II: AN EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF AN ENTRY SIGN FOR A RESIDENTIAL SUBDIVISION TOGETHER WITH ALL RIGHTS APPURTENANT THERETO FOR LANDSCAPING, LANDSCAPE IRRIGATION AND LIGHTING, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALL THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RECORD OF SURVEY FOR CHARLES AND DORIS TURNQUIST", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 120 OF MAPS, AT PAGE(S) 50, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE SOUTH 00° 04' 44" WEST ALONG THE WESTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 30.00 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 890 33'00" EAST, A DISTANCE OF 169.91 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID CURVE HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 900 31' 44", AN ARC LENGTH OF 31.60 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GARNER LANE, SAID POINT HAVING A TANGENT BEARING OF SOUTH 000 04'44" WEST; THENCE LEAVING SAID RIGHT OF WAY LINE, NORTH 890 55' 16" WEST, A DISTANCE OF 10.00 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A TANGENT BEARING OF NORTH 000 04'44" EAST; THENCE ALONG SAID CURVE HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 900 31'44", AN ARC LENGTH OF 15.80 FEET TO A POINT HAVING A TANGENT BEARING OF SOUTH 890 33'00" WEST; THENCE NORTH 000 27' 00" WEST, A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL III: AN EASEMENT FOR STORM DRAINAGE FACILITIES OVER LOT 11, KNOWN AS PARCEL "C", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, yyyn b H Order No. 00199766-002 STATE OF CALIFORNIA, ON FEBPvARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 82,83 AND 84. PARCEL IV: AN EASEMENT FOR FIRE PROTECTION WELL AND APPURTENANCES OVER LOT 18, KNOWN AS PARCEL "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 82, 83 AND 84. r ` =,NOTES RESIDENTIAL ;} L4 a s t. �4 'r t Fc 1 GSA !� OFFICE COPY Address l 5- T',, /, ''Jr✓Ni 1.✓ GAS Meter By Date ® �' CHECKED ELECTRIC BY Meter By Date I y..rLIJ:JCJ'l1Crtii�ivrrr�,-�-.+. - -- _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER 4 pA �R { JOB FINALED (Date) Signature V = OK 4. 0 = Not OK 2. - = Not Applicable MOBILE HOMES * = Not Ready Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete i MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG - 5. 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ^ 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cent. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures . 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK Card B-1 Date Card B-1 Date 0 = Not OK Date PLUMBING (Permit) OK except #'s - = Not Applicable 17. Water Htr.; Vent -Access -Combustion Air Baffle RESIDENTIAL (: = Not Ready 7. 19 D. .; Test Fittings & Anchor -Nail Protection Date hower Pan; Test, First Floor -Tub Access IJ4(5 WO, Underfloor (Plans) OK except #'s 1. Test Tub & Shower, Second Floor -Tub Access 1. Zoning -Setbacks -Easements -Flood -Slope 31. Service -Riser Conductors & Ground Main Disconnect Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 34. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth t7 59. Stemwalls,Main; Ste at- Blockouts -Wrapped 6-7 Card B-1 Stemwalls, Garage; Steel-Blockouts-Wrapped \ 6a. Hold Downs and Special Anchors nsulation-Foam-Looked in Attic 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Ll 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 25. 17. Water Htr.; Vent -Access -Combustion Air Baffle 26. 18. Water Pipe; Test & Anchor -Nail Protection 7. 19 D. .; Test Fittings & Anchor -Nail Protection ^ hower Pan; Test, First Floor -Tub Access IJ4(5 WO, 29.N 1. Test Tub & Shower, Second Floor -Tub Access 30.ange 22. Gas Pipe; Sixe & Anchors 31. Service -Riser Conductors & Ground Main Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Ramex Installed Close to Edge of Studs & C.J. 7. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 . 2 Appliance Circuits in Kitchen & Conductor Size GFI 29.N Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30.ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At rnsulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 3 . Equip. Clearances Panels-Motors-Mech. Equip. 3. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles C. Ducts Insulation & Support Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. 36. Vent Fan, Exhaust above insulation 52. Property Line Firewall & Openings 37. Condensate Drain & Overflow, Size & Grade Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 55. Attic Access & Platform if Furnace in Attic 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 1. Walls Studs -Nailing Spacing & Braces -Plates -Sound 2. Bearing Walls over Girders & Floor Nailing t. Draft Stop in Walls (rat proof) a. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s 3. E s -Door & Sidelight Protection -Landings Smoke Detector 65. Furnace s -clearance -Comb, Air -Connector - In G ; Above Floor-Ducts-Mech. Protection 6 . Be Exiting G.F.I. & Bath Fixtures & T ccess-S 68. lec. Trim CS�bpani.-D13reaker Sizes & Labels cl0 repj_4re_or Stove, Clearance-H2-2� - lec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground.AirGap-Cooking Clearance 73. Elec. Outiceptacles at Kit. Couater 7 Garage Fire D ; SwiaKar>ditfg--Closure Duct in Garage -Damper 76. Wtr. Htr.; Vents-Clearanc b. A' onnector-P.H.V. in ta"; Above Floor-Mech. Protection X F�/�� Gg3 71"'P -lb., Elec. & Mech. Equip. Listed for Lgcation 78. Elec. Receptacles in Gar I)-Romex Protection 7 nsulation-Foam-Looked in Attic 8 eck Cons ruc ion- os aps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under F 0 Yes 82. Following Insild./Drive tles J No/Walks s J No/Planters D Yes - o A.C. Unit Disconnect, Electrical -Plumbing n-yeml- ove Roof, P liance-Firepl e-Clearanc penings 86.JlVater Well, Distrnnect, Ele rical, Plumbing 87. Exterior Elec. Trim, G... Receptacle -Underground entilation Throughout House ass Protection 90. Corrections from Previousjaspections 91. Gas Test -Meters Ta d, Gas -Electric CS/8 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Ener mpliance Certificate -Other Certificates ddress Posted Date g-nloi () ,';I Card B-1 UO Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is complete llf you have any questions pertaining to this matter, or need additional explanation, please ntact this office immediately. C 712 it's• ��. / iy , �► i� , A - i , Date 1 '-) — Inspector t/ aLat'v REV 10192 COUNTY OF BUTTE' 1} r " BUILDING DIVISION '.DEPARTMENT OF DEVELOPMENT SERVICES t 411 Main Street Chico, CA - (530) 891-2751; t 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE Z, -OLIO �t OWNER PERMIT NO. A routine inspect' indicates that the following violations of butte county Ordinances exist at the above address d should be corrected. Please notice this office when correction of work is completed. IX u have any questions pertaining to this matter, or need, additional explanation, please contais office immediately. 04 r/ pT y 1 Date _� U Inspector REV 10192 t ILI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541E MIT NO (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERDELOREY TOM & HOLLY 343x8505 SO. FT. OCC. BUILDING VALUATION cont est 28 . OWNER'S MAILING ADDRESS 189 E. 9TH AVE. CHICO CA 95928 CONTRACTOR'S NAME JAME GRIFFIN TELEPHONE 21-0701 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $28,000. 0 :^,CHTECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee s278.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $1,90-70 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 478.70 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF N1 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ T0J3E_MAS_A5-X— `T7 -fig ELECTRICAL PERMIT Fee 20.00 'LEFling Main Service p A600V OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. s/ License Class Lic. No. � 7 � �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 100 46.00so W:U200A NEW CONST. OWELUNG OCCUP. U OR ADDNS. ( a ACC. eLDS. SO 3.5QFT. T. NON-RESID MULTI. OUTLET @7,50 POWEN.R APPARATUS a SILET OURtT CIS. EX. OCCU OUTLET OR FIXTURES 20 @''00 BAL @ .50 Ex. Occup. oUTLEEDTSA REES,6.OREA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation �e of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that I should become subject to the wor s' compensation provisions of section 3700 of the Labor Code, I shall f ith comply with Vse pro ''ons. X Date ��'� 6 _ S' ature of Applicant - ❑ Owlier X Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heig Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 528.70 HAZ. I D. FEES IMP FLOOD CDF PARCEL PD HD Esu This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. D to O Az Fox bwd Receipt No. i 2 WHITE-D.D.S.-S. A ARY- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i Ti3ti,*.w'?•rW„'ie;*at5(}o y'%„ ay sl•Y+t°``^,1'•�wi1':.�,jt�o�5v Al COUNTY OF BUTTE-DEPARTMEN7"OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA, 95965 Phone (530)538-7541 Fax (530)538-2140 •'PERMIT APPLICATION DATA•SHEET- OWNER: ASSESSO ARCE NUMBER / 7 - Proposed -Proposed Building Use: ountecTechnician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed ty the preparer of the plans. F. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. IL.. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate., (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. f� Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will`be indexed and returned to the plan review line-up when required items are received. Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑, 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... (! �- ❑ 12. Hazardous Material Form.... ..........:.........`...........................1.......................... ❑ 13 Other i Remaining items -needed to i4e,,thet'permit. (1�Vl7requir." additional plan review upon receipt of the followini terns.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................. ......�� ... c N1 6. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: p K (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance................................................................ ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: r When issued Telephone 0 and hold for pickup. I have been infor d of the above items and requirements for obtaining a building permit. Appl-cant: C� Dat 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, Contractor, designer, owner, was advised of the abQ le dala by • ❑ phone," ❑mail, + ❑ co er Plans reviewed by: Date: �-� tSY Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Buildine Division Plan Check Letter Date: _Date: Date: % .3 Date: E.H. uagat�Lv Plot7lan Attechad PJ Roar Plan Attafchad � • Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6e/oy. moi` ISs ��l ��- 1f7- /4a--®ZO/ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well -2—Z Clearance for dwelling. Other Hold final for: ' Final clearance O.K. for: NOTE: �cX/y+ Environmental Health Specialist Date 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754y,� c�yT��• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NU % 1 Q —. ~ v ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION - OWNERS MAI' D CONTRACTOR'S E TELEPHONE CONTRACTOR ILINO ADOREP J . l��" (/% /v,T CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 55 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF J� Duplex ❑ Mobilehome ❑ Other SPECIE' Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherA Describe Work: Ono JAAJ. 9 q, p / Iib -7 rA�l Z Com' C> 1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. u OWNER -BUILDER DECLAMATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. D7ff OCCUP. SO OR ADDNS. ( a ACC. erns. 3.5¢Fr: N"�R610 MULTI-CRANCH UTLET 97.50 POWER APPARATUS a BINDLE OUTLET CIR. O OR FIXTURES 20 @ 1.00 Ex. Occup.BAL @ .so Ex. Occup. O. FIXSPPLIVS DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with comply with those provisi ns. X Date /Z'��0� ature of Applicant - ❑ Owrfer ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. D CDF PARCEL PD HO ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By /FJ Date PERMIT EXPIRES ON Dafe Receipt No. 3 �%� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Assessor Name DELOREY THOMAS P & HOLLYA �� Asmt # IMME11110411f Fee # 047-440.061.000 Status ACTIVE�� Status Date 02!10!1994 Addrl 189E 9TH AVE 1 Tax 000 NORMAL OWNERSHIP TRA 062 214 Addr2 I CHICO CA 95926.2302 _ �� Situs 14255_TLILIYANI DR- CHICO Addr3 �� Base Dt 01116!2002 _ Addr4 I� — Land 81,600 Timber Preserve Structure0-1 0 Comments IWAS 047 440 033 S130.82/84 ISHI VALLEY 1' — - AgPres Fixtures Etal Growing p� Creating Doc# 1994RS130-82 Date 02!10!1994 Notes 81 6001 Current Doc# 200280002332 Date 01!16!2002 —1 ota Bonds T Fix• R I Killing Doc# — � Date O Multi Situs r --J Flag1 MH PP - _ 0 Asmt Desc LOT 17 ISHI VALLEY SuplCntF7 1101 Flagg PP _ 0 ZoningSR 1 Dwell 0 ❑ 910 MH Exempt ---Jo �J Net 81,60 Acres/Sq Ft 0.87 N/C 047 Asmt PP Pen r RIC#__,__�� Tax PP Pen rJ Appeal Pending T/R Dt � QJ I Split Pending RlC Stat PHY-�OWNEXPTAX HON ATT SIT III APR, PGL L 12; Find %jFill -- - 12002 �jcrane, 1Oj10j2002 1;02,41 PM APA'AL A9Vff%7 Certificate of Conformance Certificate -054072 y THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were. manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992,. For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species ITIS HEREBY CERTIFIED'that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling. to verify conformance to industry standards for lumber grade and glueline bond quality. �:,.��o �w 0 00 •,, 0 Rq � � �!�,, =moi — s Z ; SEAL 3 '0' �00 SH IN G` by - 4L I Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION l 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 I LOERKE INSULATION CO., INC. . INSULATION CERTIFICATE W NUMDer ana khm city Lot Num r )ESCRIPTION OF INSTALLATION t. ROOF Material Thickness (inches) Brand Name Thermal Resistance (R Value) t. CEILING Batt or Blanket Type Eb=lass Batts Brand Name Johns Manville Thickness (inches) 12 50" Thermal Resistance (R Value) . Loose Fill Type Fiberglass r" ' " Brand Name Johns Manville Contractods min. installed weight/ft sq. cb. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) & EXTERIOR WALL MaterialFilmsglass Batts Thickness (inch )10.5 4. RAISED FLOOR Material EftMiass _Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter insulation Depth (incheQ i- FOUNDATION WALL Material Thidmess (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R Value) P.tq Brand Name Johns Manville Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) i hereby cerfify that the above insula ition was installed in the building at the above location in conformance with ttth currerrt Eneerrggyy Efti YStandards for raesi buildings (Title 24,Part 6, California Code of Regulations) as indta�ited on die �erfmcate of corn nce, where applicable. item #s S gnature, Date LOERKE INSULATION CO., INC. ame) r (Ca GeneralInstawrambcornitracibir e) Or Owner ng ubcontrractor ame r General Contractor (Co. ame) Or Owner General Contract rt (Co -Name) Or Owner Peioez� m D Environmental Heaith 6 MAR 2 -1 2002 0 Z Chico$ Califomia LEACH FIELD REPLACEMENT FIELD PER BUTTE CO. io; ofi 35' VERIFY W/OWNER 3 M C SEPTIC TANK m Ln T- Z o w SERVICEw 200 AMP. MAIM Z Z Ot w WATER ,- ELECTRJC g } PROPANE TANK ❑ OPT, LOCATIONS U. r 1Y I00' LEACHFIELD 10' FROM PitOPERT LINE m 4 �e > FREE 1l 30' m 190.10' UTILITIES f� 5� TUL.IYANIi DRIVE A.P. 0 41-44-61 I r Delorey SFD County of Butte -'First Check 4255`Tu1iyani Drive ` LP2A Job No.:. 2020615-003 March 19, 2002 Page 3 \ r A5. Provide two small appliance circuits for the kitchen, dinning room, and nook as.per 96' > NEC article 210-52 (b)., Note: The required small appliance circuits shall not supply disposal, dishwasher, or other, large appliances as per 96' NEC article,.210-52 (b). r � A6. The bathroom receptacles shall be "supplied by a separate 20 -amp circuit and shall not have exhaust fanjighting or other outlets ori it as per 96' NEC article 2-10-52 (d): A7. Provide 4 -wire receptacles for all ranges, ovens, rs as per 96' NEC article 250- 60. A8. Provide the location and size" of the ma' .'service panel. T-24 ENERGY- COMPLIANCE COMMEN None _ STROCTURAL COMMENTS: t r . S1 Provid&clarification from the engineer if the electric panel penetrates. a shearwall. If so i I it compromise the integrity of the shearwall. ,Indicate blocking and strapping requirements. SOFUFOUNDATIONCOMMENTS: None ' If you have any questions regarding -the above comments, please contact Roger Peterson at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. [END] f �- - i tl-2ZA,e��� t March 19, 2002 Mr. Michael Vieira . County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140" Re: Plan Review: Address: Dear Mr. Vieria: Delorey SFD 4255 Tuliyani Drive County of Butte- FIRST CHECK Jurisdiction Appl. No.: 02-0403 LP2A Job No. 202015-003 0 Linhart Petersen Powers Associates (LP2A) has completed an initial review of the following ' documents: 1. , Plans: One (1) copy plan sheets A71 through A-8, S-1, S2- and E-1, title sheet dated January 31, 2002 by Northstar Engineering. 2. Structural Calculations: One (1) copy dated February 2002 by Northstar Engineersing. 3. Title 24 Energy Compliance Documentation: One (1) copy dated February 26, 2002 by Northstar Engineering. 4. Geotechnical Report: Not Provided Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC). Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, ART PET EN POWERS ASSOCIATES Roger�eterson, S.E. Structural Engineer PK:kb enclosures cc: Applicant is\pendingplanreview\butte\202015-003.doc LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard - Citrus Heights, CA 95610 (916) 725-4200 - FAX (916) 725-8242 - Toll Free (877) 235-0653 Delorey SFD County of Butte - First Check 4255 Tuliyahi Drive LP2A Job No.: 2020015-003 March 19, 2002 Page 2 Re: Occupancy Group(s): R -3/U-1 Type of Construction: V -N ; Stories: 1 Building Area (sq.. ft.) 2,552 -Residence 748 -Garage A.'' The following plan ,review documents are based on. the County of Butte Building Regulations. For your convenience, the following comments'are referred to the 1998 California -Building Code (i.e., 1997 UBC, et al; as amended- by the .State of California) unless otherwise noted. r B. Please .respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail; specification, or calculation shows the r requested -information. Your complete'and clear responses will expedite'the re -check and hopefully, approval of this project. Thank you for your assistance. C. For clarity, specify on cover. sheet that the 1997 UBC, UMC, UPC, and 1996 NEC, as amended by State of California and local jurisdiction are applicable to this project. D: Unless plans have been prepared by the owner of this. "exempt" structure, amend all plan sheets to include name'and signature of designer. California Health & Safety Code Section 5536:1 E. Please be sure to .include on the resubmittal the architect's/engineer's "wet stamp, signature,. registration number` and expiration date on all sheets ,of plans [all sheets_ of plans depicting structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 F The' following code comments, reflect a, review .of building plans only. If site -related. comments are,' applicable to this project, .they will be generated by others (e.g,, City, Engineering, Public Works, Health, etc.). ARCHITECTURAL COMMENTS: Al.' Provide clarificationas to how bedroom #4 will. comply, with 98' CBC Section 1203 for the \ minimum `light and ventilation requirement. Note on plans. A2 Provide safety glazing for the sliding glass door at the master bedroom as per 98' CBC section 2406. - A3 ` . Provide the iCBO/NER report for the proposed 1 -coat stucco sytem as refered to on sheet -A-4 of the plans. f A4. Provide a north 'arrow on the floor plan. MECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: - W CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R --------------------------------------------------- Project Title........... Delorey Date..02/26/02 11:42:44 Project Address........ 4255 Tuliyani Dr. *******---------- ------ Chico, Ca. *v6.01* Documentation Author... Jim Peterson******* B i din Permit # North star Engineering �Y 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------ MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Delorey I ------------------------------ ------------------------------------------------ GENERAL INFORMATION ------------------- " Conditioned Floor Area..... 2552 sf Building Type .............. Single Family'Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... 'Slab On Grade Glazing Percentage......... 13 % of floor area Average Glazing U -factor... 0.5 Btu/hr-sf-F Average Glazing SHGC........ 0.29 Average Ceiling Height..... 9 ft Component,' Type ------------ Wall Roof Orientation BUILDING SHELL INSULATION Frame - ------------------------- Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wood R-17.8 R-0 R-17.8 0.065 Wood R-11 R-27 R-38 0.025 Attic -------------------- Window Front (N) Window Front (N) Window Front (N) Door Front (N) Window Front (N) Window Front (N) Window Front (N) Window 'Back (S) Window Back (S) Window Left (SE) Window Back (S) Window Back (SW) FENESTRATION ------------ Over- Area U- Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins ----- ------------ --------------- -------------- 0.290 Standard Standard ----- 9.0 0.500 None 0.290 Standard Standard 25.0 0.500 None 0.290 Standard Standard 6.0 0.500 None 0.290 Standard Standard 20.0 0.500 None 0.290 Standard_ dard 6.0 0.500 None 0.290 Stan ands -rd 25.0 0.500 None 8.0 0.500 0.290 S afidard None 6.0 0.500 0.29 ^ V ftandard None 15.0 0.500 0.29QQa 0 Standard None 10.0 0.500 0 9`O Sta /a Standard None 20.0 0.500 0.290 Sta lard Standard None 10.0 0.500. 0.2190 Standard Standard None '�i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... Delorey Date..02/26/02 11:42:44 -------------------------------------- - MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run-Delorey I ------------------------------------------------------------------------------- Orientation Door Back (S) Window Back (S) Window Back (S) Window Back (S) Window Back (S) Window Right (W) Window Right (W) Window Right (W) Window Left (E) Door Left (E) a Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage FENESTRATION ------------ Area U- Shading -------------- Interior (sf)Factor None SHGC Shading ----- 20.0 ------ 0.500 ------ 0.290 --------------- Standard 14.0 0.500 0.290 Standard 20.0 0.500 0.290 Standard 20.0 0.500 0.290 Standard 16.0 0.500 0.290 Standard 6.0 0.500 0.290 Standard 4.0 0.500 0.290 Standard 20.0 0.500 0.290 Standard 20.0 0.500 0.290•Standard 33.0 0.500 0.290 Standard SLAB SURFACES ------------- I Area Slab Type (sf) Standard Slab 2552 Over - Exterior hang/ Shading -------------- Fins ----- Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None HVAC SYSTEMS ------------ Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage ------------ ------- ----------- ------- ------- 0.800 AFUE n/a Attic R-4.2 No 12.00 SEER No Attic R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Heater Type Distribution Type System Gas Standard 1 ACCA Manual D No No Tank Energy Size Factor (gal) 0.62 40 Thermostat Type Setback Setback External Insulation R -value R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. CERTIFICATE OF COMPLIANCE:,RESIDENTIAL. Page 3 CF -1R Project Title.......... Delorey Date..02/26/02 11:42:44 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run-Delorey ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Jim Peterson Company. Northtsar Engineering Address. 20 Declaration Dr. Chico, Ca. Phone... (530) 893-1600 License. DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed. . `'' �-�-- '-z - zG-'0-4-S igned . ,� :� -2- � - o Z C/ (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) 11 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Delorey Date..02/26/02 11:42:44 Project Address........ 4255 Tuliyani Dr. ******* --------------------- Documentation Author... Climate Zone...... Compliance Method. Chico, Ca. *v6.01* Jim Peterson ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 11 Building Permit # Plan Check / Date Field Check/ Date ..... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ----------------------------------- - - MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Delorey I ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. v 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF-1R --------------------------------------------------------------- - Project Title.......... Delorey Date..02/26/02 11:42:44 ---------- I MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Delorey ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and J faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Delorey Date..02/26/02 11:42:44 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run-Delorey ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump,time switch.. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning ` pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Delorey Date..02/26/02 11:42:44 Project Address........ 4255 Tuliyani Dr. ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6.v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Delorey ------------------------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- = MICROPAS6 ENERGY USE SUMMARY = ----------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 13.03 10.86 2.17 = = Space Cooling.......... 8.72 6.74 1.98 = = Water Heating.......... 11.17 9.53 1.64 = = Total 32.92 27.13 5.79 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2552 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height,.... Slab On Grade 1 22968 cf 2552 sf 13 0 of floor area 0.5 Btu/hr-sf-F 0.29 9 ft COMPUTER METHOD SUMMARY Page 2 C -2R ---------------------------------------------- Project Title.......... Delorey Date..02/26/02 11:42:44 ------------------------------------------------------------- MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run-Delorey ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface -------------- HOUSE 1 Wall 2 4iall 3 Wall 4 Wall 5' Wall 6 Wall 7 Wall 8 Roof BUILDING ZONE INFORMATION ------------------------- Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 2552 22968 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Staridafd Housewr'ap FENESTRATION SURFACES OPAQUE SURFACES Area U- Area U- --------------- Insul Act Interior Shade Solar Form 3 Location/ (sf) ----- factor ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ------------ 621 0.065 17.8 0 90 Yes W.19.2X6.16 -------------- 415 0.065 i7.8 90 90 Yes W.19.2X6.i6 0.290 609 0.065 17.8 180 90 Yes W.19.2X6.16 (N) 20 0.065 17.8 135 90 Yes W.19.2X6.16 3 20 0.065 17.8 225 90 Yes W.19.2X6.16 90 20 0.065 17.8 170 90 Yes W.19.2X6.16 0.500 438 0.065 17.8 270 90 Yes W.19.2X6.16 Ffont 2552 -0.025 38 n/a 0 Yes 8.38.2X4.24 Attic FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- HOUSE ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (N) 9.0 0.500 0.290 0 90 Standard/0.76 Standard/0.68 2 Window Fforit (N) 25.0 0.500 0.290 0 90 Staridafd/0.76 Staridafd/0.68 3 Window Front (N) 6.0 0.500 0.290 0 90 Standard/0.76 Standard/0.68 4 Door Front (N) 20.0 0.500 0.290 0 90 Standard/0.76 Standard/0.68 5 Window Ffont (N) 6.0 0.500 0.290 0 90 Standard/0.76 Staridafd/0.68 6 Window Front (N) 25.0 0.500 0.290 0 90 Standard/0.76 Standard/0.68 7 Window Front (N) 8.0 0.500 0.290 0 90 Standard/0.76 Standard/0.68 8 Window Back (S) 6.0 0.500 0.290 180 90 Staridafd/0.76 Standa2fd/0.68 9 Window Back (S) 15.0 0.500 0.290 180 90 Standard/0.76 Standard/0.68 10 Window Left (SE) 10.0 0.500 0.290 135 90 Standard/0.76 Standard/0.68 11 Window Back (S) 20.0 0.500 0.290 180 90 Standard/0.76 Standard/0.68 12 Window Back (SW) 10.0 0.500 0.290 225 90 Standard/0.76 Standard/0.68 13 Door Back (S) 20.0 0.500 0.290 180 90 Standard/0.76 Standard/0.68 14 Window Back (S) 14.0 0.500 0.290 180 90 Standard/0.76 Standard/0.68 15 Window Back (S) 20.0 0.500 0.290 170 90 Standard/0.76 Standard/0.68 16 Window Back (S) 20.0 0.500 0.290 180 90 Standard/0.76 Standard/0.68 17 Window Back (S) 16.0 0.500 0.290 180 90 Standard/0.76 Standard/0.68 18 Window Right (W) 6.0 0.500 0.290 270 90 Standard/0.76 Standard/0.68 19 Window Right (W) 4.0 0.500 0.290 270 90 Standard/0.76 Standard/0.68 20 Window Right (W) 20.0 0.500 0.290 270 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Delorey Date..02/26/02 11:42:44 MICROPAS6 v6.01 File -7655 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run-Delorey ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- -------------------------------- 21 Window Left (E) 20-.0 0.500 0.290 90 90 Standard/0.76 Standard/0.68 22 Door Left (E) 33.0 0.500 0.290 90 90 Standard/0.76 Standard/0.68 a SLAB SURFACES ------------- Area Slab Type (sf) HOUSE Standard Slab 2552 ` HVAC SYSTEMS ------------ Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location -------------------- R -value ------- Leakage ----------------- D Eff ---- HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 12.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type - ----------- Heater Type ----------- Distribution Type ------------------- System Factor (gal) R -value 1 Storage -Gas 'Standard -------------- 1 ------ 0.62 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS r' r NorthStar ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIONS PROJECT: Delorey residence LOCATION: 4255 Tuliyani Drive, Chico, CA OWNER: Tom and Holly Delorey JOB NUMBER:' 7655 DATE: February -02 CODES: California Building Code, 1998 Edition 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 Na: N/A MAR 0 8 2002 Nv: N/A SACRAMENTO Pf. 16 psf eN as�cATESPOWEAs Wind Speed: 75 mph Exposure: B (Method 2 used, u.n.o.) Soil .Bearing: 1200 psf (per CBC TABLE 18 -I -A) Min. Footing Depth: 12 inches NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL:' Any structural or non-structural items that are not specifically addressed in - the following calculations and/or details are designed by,others and are not the responsibility of NorthStar Engineering. Page 1 of 3� i BY: SM / JR DATE: 02/08/02 JOB NO: 7655 PG. -L of N®rthStar ENGINEERING PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 GRAVITY ROOF: COMPOSITE ROOF SHINGLES 2.5 psf LOADS 5/8" OSB OR PLYWOOD 2.0 psf FRAMING 5.0 psf R-38 INSULATION (OPTIONAL) 2.5 psf 5/8" GYPSUM WALLBOARD 3.5 psf MISCELLANEOUS 1.5 psf DEAD LOAD 17.0 psf SNOW LOAD (Pf) 16.0 psf TOTAL LOAD 33.0 psf LATERAL SEISMIC: Zone= 3 LOADS R = 4.5 FOR ALL OTHER LIGHT -FRAMED WALLS Soil type = SD FOR STIFF SOIL PROFILE 1= 1 PER UBC TABLE 16 - K Ca= 0.36 PER UBC TABLE 16 - Q Cv = 0.54 PER UBC TABLE 16 - R Ct = 0.02 FOR ALL OTHER BUILDINGS hn = 21.0 ft T= 0.20 secs V= 0.54 *1/ (4.5* 0.20)= 0.61W Vmax = 2.5 * 0.36 * 1 / 4.5 = 0.20 W Vmin = 0.11 * 0.36 *1 = 0.04 W For seismic zone 4: Vmin = 0.8 * 0.30 N/A * 1 / 4.5 = N/A Max sw % = 15% Use V = 0.20 W Lw = 4.0 ft AB= 3700 ft^2 r(max) = v*(10/Lw)= 15 % * 10 / 4.0 = 0.38 p = 2 - 20 / (r -max * (Ab)^0.5) = 2-20/ (0.38 * 3700 ^0.5)) = 1.12 E p * VW = 0.22 W PER UBC EQ. 30-1 NET FORCE= 0.22W /1.4= 0.16W WIND: EXP = B SPEED= 75 mph Cq = 1.3 METHOD 2 DESIGN qs = 14.5 psf PRESSURE 0' -.15' = 0.62 Cq*qs*Ce = 11.7 psf 15'- 20'= 0.67 = 12.6 psf 20'- 25'= 0.72 = 13.6 psf 25'- 30'= 0.76 = 14.3 psf 30'- 40'= 0.84 = 15.8 psf Nort tar 20 DECLARATION DRIVE ENGINEERING cHlco, CA 95973 BY: SM / JR 530-893-1600 DATE: 02/08/02 FAX 530-893-2113 JOB NO: 7655 PG. 3 of General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All waterproofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). f f BY: S�1 DATE: JOB NO: % 6 57-S PAGE Zf— OF HorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 j J 0- EN FAX 530-893-2113 BY: DATE: J JOB NO: PAGE OF J - rt tar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 ` By: SM / JR Date: 2/8/02 Job No: -7 Page Cc of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 2 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. I, L1 ' LLsw1 L L2 [Lsw2 L L3 [Lsw3 L L4 L Lsw4 L5 [Lsw5 I L6 L1 = 0.0 ft L2 = 21.0 ft L3 = 0.0 ft L4 = 0'0 ft L5 = 0.0 ft L6 0.0 ft Lsw1 = 18.0 ft Lsw2 = 0.0 ft Lsw3 = 0.0 ft Lsw4 = 0.0 ft Lsw5 = 0.0 ft H / W ratio 0.56: 1 LENGTH OF SHEARWALL (LswTOT)_ 8�0 ft WALL HEIGHT = 10.0 ft TOTAL LENGTH OF WALL (L) = 39.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.16 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A_ wDL vegDL %wDL to use ROOF DIAPHRAGM 50.5 ft 26.0 ft 17.0 psf 15.0 ft 1313 ft^2 286 Ib/ft 199 Ib/ft 50% PARALLEL WALL 39.0 ft 10.0 ft 10.0 psf 5.0 ft 390 ft^2 100 Ib/ft 35 Ib/ft 100% PERP. WALL 60.0 ft 10.0 ft 10.0 psf 5.0 ft 600 ft^2 0 Ib/ft 53 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% total wDL = 386 Ib/tt Total vegDL = 287 Ib/ft ` %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 415 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 21.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.8 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 13.0 ft LAT. EQ FORCE.(vegTOT) = vegDL+ K*SL*Adia/LswTOT = 287 Ib/ft . LAT. WIND FORCE (v w) = Aw * P / Ls\1TOT = 296 Ib/ft GOVERNING LATERAL FORCE v ov = 296 Ib/ft WIND GOVERNS By: SM/JR NorthStar Date: 2/8/02 ENGINEERING Job No: -7 � Page Of SHEAR WALL: (CONTINUED) Location: Grid 2 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND = (v w) * cgw = max (mo) _ OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 NET UPLIFT. FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE= 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in s acin ft thick. in spacing (ft) 2X 2.80 2X 4.00 HOLDDOWNS FOR SHEARWALL DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3426 ft - Ib /ft 3842 ft - Ib /ft 3842 ft - Ib /ft (Add wSL to wDL if.veq controls) Req'd: SHEAR WALL NO.2 A-307 0 Ib allthrd dia. rHoldowns--_----- -- - Uplift PHD2 ON 2- 2X_ WITH.SST620_ Length Mo Mr M/D Lswl = 18.0 ft 69153 ft -Ib 41706 ft -Ib c1525 -Ib-., Lsw2 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Lsw3 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Lsw4 = ,0.0 ft O ft -Ib O ft -Ib 0 Ib Lsw5 = 0.0 ft O ft -Ib O ft -Ib 0 Ib DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 3426 ft - Ib /ft 3842 ft - Ib /ft 3842 ft - Ib /ft (Add wSL to wDL if.veq controls) Req'd: SHEAR WALL NO.2 A-307 0 Ib allthrd dia. rHoldowns--_----- -- - 5/8 PHD2 ON 2- 2X_ WITH.SST620_ Not req'd HOLDOWN NOT REQUIRED Not req'd HOLDOWN NOT REQUIRED Not req'd HOLDOWN NOT REQUIRED Not req'd HOLDOWN NOT REQUIRED DSF1 = (vgov * LswTOT / L),* L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl) = 2864 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (1-1 + Lswl + 1-2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lswl + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov' (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov(Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ` LswTOT / L) ` (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ' LswTOT / L) ' (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov ` LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 Ib MAX. DRAG STRUT FORCE = c28649b MIN. DRAG STRUT FORCE = 0 Ib USE: ,MSTC40'STRAP -AT "AL'L TOP,PLATE SPLICES By: SM / JR Date: 2/8/02 Job No: -76 Page v of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid 3':�7 INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 [, L2 [Lsw2 � L3 NorthStar ENGINEERING L1 = 0.0 ft Lsw1 = 8.0 ft L2 = 42.0 ft Lsw2 = 0.0 ft L3= 0.0 ft Lsw3= 0.0 ft L4 = 0.0 ft Lsw4 = 0.0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft 5.0 ft 500 ft^2 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 L Lsw4I, L5 LLsw5 [, L6 H / W ratio 1.25.-1 LENGTH OF SHEARWALL (LswTOT) ..O.ft- WALL HEIGHT= 10'0 -ft TOTAL LENGTH OF WALL (L) _ .50:0 ft, SEISMIC ZONE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.16 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL . %wDL to use ROOF DIAPHRAGM 53.0 ft 15.0 ft 17.0 psf 15.0 ft 795 ft^2 135 Ib/ft 271 Ib/ft. 50% PARALLEL WALL 50.0 ft 10.0 ft 10.0 psf 5.0 ft 500 ft^2 100 Ib/ft 100 Ib/ft 100% PERP. WALL 50.0 ft 10.0 ft 10.0 psf 5.0 ft 500 ft^2 0 Ib/ft 100 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% I otal WUL = Z35 ID/TI Total vegDL = 472 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 240 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 21.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.8 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 13.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 472 Ib/ft LAT. WIND FORCE (v w) =. Aw * P / LswTOT = 385 Ib/ft GOVERNING LATERAL FORCE v ov) = (472 Ib/ftp SEISMIC GOVERNS By: SM/JR NorthStar Date: 2/8/02 ENGINEERING Job No: -7 Page of SHEAR WALL: (CONTINUED) Location:4Grid 3 UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND =(v w)*cgw= max (mo) _ OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or (0.85 - eq] * wDL * Lswi^2)/2 -NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in spacing ft thick. in spacing (ft) 2X 1.75 2X 2.52 HOLDDOWNS FOR SHEARWALL DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 5069 ft - Ib /ft 4999 ft - Ib /ft 15069- N ft - Ib Ift (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 3 A-307 0 Ib allthrd dia. Holdowns Uplift PHD5,ON.2-,2X=WITH.SSTB24a Length Mo Mr M/D Lswl = 8.0 It 40552 ft -Ib 6396 ft -Ib 4269 Ib Lsw2 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Lsw3 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Lsw4 = 0.0 ft O ft -Ib O ft -Ib 0 Ib Lsw5 = 0.0 ft O ft -Ib O ft -Ib 0 Ib DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 5069 ft - Ib /ft 4999 ft - Ib /ft 15069- N ft - Ib Ift (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 3 A-307 0 Ib allthrd dia. Holdowns 5/8 PHD5,ON.2-,2X=WITH.SSTB24a Not req'd HOLDOWN NOT REQUIRED Not req'd HOLDOWN NOT REQUIRED Not req'd HOLDOWN NOT REQUIRED Not req'd HOLDOWN NOT REQUIRED DSF1 = (vgov * LswTOT / L) * L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (1_1 + Lswl) = 3169 Ib DSF3 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl + L2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (1_1 + Lswl + L2 + Lsw2 + L3) = 0 Ib DSF6 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / Q * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswl + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3± Lsw3 + L4) = 0 Ib DSF8 = vgov(Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ` LswTOT / L) ` (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 +0 + Lsw4) = 0 lb DSF9 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgav ' LswTOT / L) ' (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 lb DSF10r = vgov' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov ' LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 3169 Ib MIN. DRAG STRUT FORCE = O,lb USE: IMSTC40 STRAP AT ALL TOP PLATE SPLICES By: SM / JR Date: 2/8/02 _ Job No: 1 (o -- Page o of PARTIAL LATERAL DESIGN SHEAR WALL: Location:11 Grid C` INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 I,Lsw2 I, L3 NorthStar ENGINEERING L1 = 0.0 ft Lsw1 = 14.0 ft L2 = 64.0 ft Lsw2 = 0.0 ft L3= 0.0 ft Lsw3= 0.0 ft L4= 0.0 ft Lsw4= 0.0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft 5.0 ft - 780 ft^2 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 I, Lsw41, L5 I,Lsw5 I. L6 H / W ratio 0.71 : 1 LENGTH OF SHEARWALL (LswTOT)_ �1s�4.O-ftp WALL HEIGHT = X1.0:0 ft TOTAL LENGTH OF WALL (L) = G7.8::O-'fty> SEISMIC ZONE _ t,-__3) CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.16 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 82.0 ft 15.5 ft 17.0 psf 15.0 ft 1271 ft^2 139 Ib/ft 248 Ib/ft 50% PARALLEL WALL 78.0 ft 10.0 ft 10.0 psf 5.0 ft - 780 ft^2 100 Ib/ft 89 Ib/ft 100% PERP. WALL 60.O ft 10.0 ft 10.0 psf 5.0 ft 600 ft^2 0 Ib/ft 69 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft"2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 239 Ib/ft Total vegDL = 406 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L 0 Ib/ft 50% TRIBUTARY WALL AREA FOR WIND (Aw) = 250 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 21.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.8 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 13.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 406 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 229 Ib/ft GOVERNING LATERAL FORCE (v ov)= 1 406 Ib/ft SEISMIC GOVERNS By: SM / JR Date: 2/8/02 Job No: –7 .(o S Page I I of NorthStar ENGINEERING SHEAR WALL: (CONTINUED) Location: Grid C UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND = (v w) * cgw = max (mo) _ OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * Lswi^2)/2 NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8"dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in s acing ft thick. in spacing (ft) 2X 2.04 2X 2.92 DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 4505 ft - Ib /ft 2976 ft - Ib /ft 4505 ft - Ib /ft (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 3 Uplift Length Mo Mr Lswl = 14.0 ft 63077 ft -Ib 19868 ft -Ib Lsw2 = 0.0 ft O ft -Ib O ft -Ib Lsw3 = 0.0 ft O ft -Ib O ft -Ib Lsw4 = 0.0 ft O ft -Ib O ft -Ib Lsw5 = 0.0 ft O ft -Ib O ft -Ib DRAG STRUT FORCE 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 4505 ft - Ib /ft 2976 ft - Ib /ft 4505 ft - Ib /ft (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 3 Uplift A-307 M/D 3086 Ib . allthrd dia. 5/8 0 Ib Not req'd 0 Ib Not req'd 0 Ib Not req'd 0 Ib Not req'd Holdowns PHD2 ON 2- 2X WITH SSTB20 HOLDOWN NOT REQUIRED HOLDOWN NOT REQUIRED HOLDOWN NOT REQUIRED HOLDOWN NOT REQUIRED DSF1 = (vgov * LswTOT / L) " L1 = 0 Ib DSF2 = vgov * Lswl - (vgov * LswTOT / L) * (L1 + Lswl) = 4662 Ib DSF3 = vgov *. Lswl - (vgov * LswTOT / L).* (L1 + Lswl + L2) = 0 Ib DSF4 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2) = 0 Ib DSF5 = vgov * (Lswl + Lsw2) - (vgov * LswTOT / L) * (L1 + Lswl + L2 + Lsw2 + L3) = 0 Ib DSF6 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov' LswTOT / Q * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lswi + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) -,,vgov ' LswTOT I L) ' (L1 + Lswi +' L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 Ib DSF9 = vgov • (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgovLswTOT / L) • (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov * (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov' LswTOT / L) * (L1 + Lswi + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 4662 Ib MIN. DRAG STRUT FORCE _ 0 Ib USE: c STC52;STRAP=AT-'ALCsTQP—PLATE SPLICES, By: SM / JR Date: 2/8/02 Job No: % 6o S Page I 2 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid D INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 • LLsw1 L L2 LLsw2 � L3 NorthStar ENGINEERING L1 = 42.0 ft Lsw1 =�400--ftl ft L2 = 18.0 ft Lsw2 = L3= 9.5 ft Lsw3= 0.0 ft L4= 0.0 ft Lsw4= 0..0 ft L5= 0.0 ft Lsw5= 0.0 ft L6 = 0.0 ft 5.0 ft 440 ft^2 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L4 I, Lsw41 L5 I Lsw5 I, L6 H / W ratio 2.50: 1 2.50: 1 LENGTH OF SHEARWALL (LswTOT) _ C8:Oft WALL HEIGHT = 10.0 ft TOTAL LENGTH OF WALL (L) = 77.5 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.16 W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 82.0 ft 11.5 ft 17.0 psf 15.0 ft 943 ft^2 52 Ib/ft 322 Ib/ft 25% PARALLEL WALL 44.0 ft 10.0 ft 10.0 psf 5.0 ft 440 ft^2 57 Ib/ft 88 Ib/ft 100% PERP. WALL 39.0 ft 10.0 ft 10.0 psf 5.0 ft 390 ft^2 0 Ib/ft 78 Ib/ft 0% OTHER 0.0 ft 0.0 ft. 0.0 psf , 0.0 ft 0 ft^2 0 Ib/ft 0 Ib/ft 0% OTHER 0.0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 108 Ib/ft Total vegDL = 488 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 25% TRIBUTARY WALL AREA FOR WIND (Aw) = 180 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) = 21.0 ft (up to 40'-0" max) WIND PRESSURE (P) = 12.8 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW, cgw = 13.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 14888 LAT. WIND FORCE (v w) = Aw * P / LswTOT = 288 Ib/ft GOVERNING LATERAL FORCE v ov = )488 Ib/ft SEISMIC GOVERNS By: SM / JR Date: 2/8/02 Job No: -7 �- Page, ?� of N®rthStar ENGINEERING SHEAR WALL: (CONTINUED) Location: Grid D UNIT OVERTURNING MM'T (mo), EQ = veq(dia) * CGdia + veq(extwall) WIND =(v w)*cgw= max (mo) _ OVERTURNING MOMENT (Mo) = mo * Lswi RIGHTING MOMENT (Mr) = ([0.66 - wind] or [0.85 - eq] * wDL * LSWI^2)/2 NET UPLIFT FORCE (M/D) = (Mo - Mr) / Lswi SEISMIC ZONE = 3 SHEAR DESIGN FOR SHEARWALL (1/2" dia. anc. bolt) (5/8" dia. anc. bolt) Sill plate Anc. bolt Sill plate Anc. bolt thick. in s acin ft thick. iri spacing (ft) 2X 1.69 2X 2.43 IHOLDDOWNS FOR SHEARWALL 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 5655 ft - Ib /ft 3749 ft - Ib /ft 5655 ft - Ib /ft (Add wSL to wDL if veq controls) Req'd: SHEAR WALL NO. 3 Uplift A-307 DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = Length Mo Mr �M/D allthrd dia. /Holdowns—_ _. Lsw1 = 4.0 ft 22622 ft -Ib 738 ft -Ib 5471 Ib 5/8 �PHD6 ON 4X POST WITH SSTB34' Lsw2 = 4.0 ft 22622 ft -Ib' 738 ft -Ib 547_1. lb) 5/8 PHD6 ON 4X POST WITH SST1334 Lsw3 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd HOLDOWN NOT REQUIRED Lsw4 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd HOLDOWN NOT REQUIRED Lsw5 = 0.0 ft 0 ft -Ib 0 ft -Ib 0 Ib Not req'd HOLDOWN NOT REQUIRED DRAG STRUT FORCE DSF1 = (vgov * LswTOT / L) * L1 = 2116 Ib DSF2 = vgov * Lsw1 - (vgov * LswTOT / L) * (1-1 + Lsw1)_ -365.Ib DSF3 = vgov * Lsw1 - (vgov * LswTOT / L) * (L1 + Lsw1 + L2) _ -1272 Ib DSF4 = vgov * (Lsw1 + Lsw2) - (vgov * LswTOT / L) * (1-1 + Lsw1 + L2 + Lsw2) = 479 Ib DSF5 = vgov * (Lsw1 + Lsw2) - (vgov * LswTOT / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0 Ib DSF6 = vgov' (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0 Ib DSF7 = vgov * (Lsw1 + Lsw2 + Lsw3) - (vgov * LswTOT / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0 Ib DSF8 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4) - (vgov ` LswTOT / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) = 0 lb DSF9 = vgov ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (vgov ` LswTOT / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) = 0 Ib DSF10 = vgov ' (Lswi + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (vgov * LswTOT / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) = 0 lb MAX. DRAG STRUT FORCE = 21.16-It� MIN. DRAG STRUT FORCE _ X1272 Ib USE:. (MSTC28-STRAP AVALL TOP PLATE SPLICES' BY:��-- DATE: `- Z JOB NO: —7 �O �— PAGE �— OF ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530.893-2113 SPACED WALL SCHEDULE 1/2" GYPSUM WALLBOARD ON STUDS SPACED 0 24" O.C. MAXIMUM. QDRYWALL SCREWS is 7" O.C. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x BLOCKING. ALL VERTICAL EDGES SHALL' BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 100 # / FT. "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED ASTAPLES, I" CROWN x 1-1/4" LEG. CROWN SHALL BE IN LINE WITH FRAMING MEMBER AT 3" O.C. EDGE, 12" FIELD. ALL WITH BLOCKING REQUIRED 0 ALL EDGES. CAPACITY 200 #/FT. 3/8" CDX PLYWOOD ON STUDS SPACED is 24" O.C. MAXIMUM WITH 8d ea 6" O.C. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 260 $/FT. ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD ON 5TUD5 SPACED 0 24" O.C. MAXIMUM WITH 8d 0 6" O.C. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. INSTALL 1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN. EMBEDMENT 0 PANEL QUARTER POINTS (2 BOLTS PER PANEL). INSTALL HOLDOWNS AS SHOWN ON PLANS. 7/8" STUCCO ON 5TUD5 SPACED 0 24" O.C. MAXIMUM. NAIL OR STAPLE TO ALL TOP AND BOTTOM PLATES WITH NO. II GAGE,1 1/2" LONG, 7/16" HEAD OR QSTUDS, NO. 16 GAGE STAPLE, 7/8" LEGS 0 6" O.C. MAX. TO ALL STUDS, AND TOP AND BOTTOM PLATES. UNBLOCKED. CAPACITY = 180 #/FT. NOTES: I. FOR A ®,A AND A : NAIL SILL PLATE TO WOOD FLOOR (WHERE OCCURS) WITH 4-16d PER 16". ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. (a 4'-0" O.C. MAX. SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH I BOLT LOCATED WITHIN 12" OF EACH END. 2. AT INTERIOR WALLS FOR AAAAAND, A: ANCHOR BOLTS MAY BE REPLACED WITH 1/2" HILTI-KWIK BOLT <132-3 1/2" EMBED. AND ONE BOLT 0 12" FROM EACH END. SPACE a 48" O.C. INTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" WIDE AND 10" THICK (INCLUDING SLAB THICKNESS) UNLESS OTHERWISE NOTED ON PLANS. 3. FOR : INSTALL ANCHOR BOLTS AT ONE-FIFTH POINTS (3 BOLTS PER PANEL) S � _j / BY: 0 0 A DATE: 0 0 `. �..... JOB NO: 260 PAGE I C OF NorthStar ENGINEERING Civil Engineers- Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 f SHEAR WALL SCHEDULE SHEAR WALL 0 0 A Q 0 0 2& ALLOWABLE LOAD/FOOT 260 380 490 550 640 l60 980 1,2 3/8" 3/8" 3/8" 3/811 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STRUGT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 8d 0 6" 8d 0 4"3 8d 0 3" 3 8d 0 3"3 8d 0 2" 3 8d ia 4" 3 8d 0 3" 3 FIELD NAILING 5 8d 0 12" 8d is 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" 8d 0 12" FOUNDATION SILL 6 PLATE THICKNESS 2X 2X 2X 2X 3X 3X 3X CLIP, BLOCK1 1_550 LS50 L590 1_590 L590 L590 L590 TO PLATE Co 22" 0 14" 0 1ro" 0 16" 0 12" is 12" o 8" 5/8,10 5/8,10 5/8110 5/8,10 5/8,10 5/8,10 5/8" 0 ANCHOR BOLT 48" oz. 18" o c. 14" o.c. 12" or-. 28" O.C. 24" oz. 18" o.c. SPACING 8 1/2" 01/2" m 1/2" 0 1/2" m 1/2" 0 1/2" m 1/2" 0 36" oz. 13" oz. 10" o.c. 9" oz. I 18" oz. 15" oz. I II" oz. I. OVER DOUGLAS FIR STUDS 0 16" D.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.D.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN 1N NOTE 84 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR 8d COMMONS 6. PRESSURE TREATED DOUGLAS FIR SILLS REQUIRED, 7. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 8. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3116" THICK PLATE WASHER. 9. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. BY: <7 /'1 ✓ �- DATE: D Z 0 2 DoE No: -7 � S J OF IOl�rt�tar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARA 10N.UWE CHICO, CALIFOgRMA 9-5973 530-893-'1600 FAX 530493.2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL � � 3 I 0 A5 ALLOWABLE,,2C)0 LOAD/FOOT 380 490 I 550 e)f0 -160 980 SILL NAIL I i �J r ioc 3" �= " v� r � 2 P,0W5 2 ROWS 2 ROWS 2 ROW S „ d rc NAIL CAPACITY 3•% 0 490 -132 X80 980 980 3 5/8,:4 3 5/3 d, 3 J ANCHOR BOLT 43 : IS" 14 12" 28`: SPACING I/2" 0 1/2" 4 3 1/2" 0 3 1/2" 0 31- 0 I/2" G I/2" 0 3�, �i„ 10" 9, 18" 1511 11" SILL THICKNESS • 2X 2X 2X 2X 3X. 3X 3X 1/2" 0 ANCHOR BOLT CAPACITY 2-1D' 380 495 550 Cb4-1 1-16 1,058 5/8" 0 ANCHOR BOLT CAPACITY 29l 3 '01' " 509 594 v51 -1�•0 1,0:2 NO T ES: 1. NAILS PER ICBG R EP0QT NO. NER-2-12 CAPACITY OF 10d SINCE`- = 0,4t-1.30 = 122, 1 / NAIL 2. DESIGN CAPACITY OF BOLTS PER TABLE 8.2E OF T FjE '9-1 NDS. CAPACITY OF 1/2" 0 ANCHOR BOLT ii` 2X, SILL = 1.33 * ro2011 = 825 / BOLT CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 * -13011 = 9-10 F / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 / BOLT CAPACITY OF'5/8" 0 ANCHOP BOLT iN 3X SILL = i.33 * 1140 = 151C / BOLT �. Q --'-DUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50%170P 2X SILL PLATE WHEN A.LLOWA!�LE SHEAQ PER FOOT 15 > THAN 350 PLF < 000 PLF. BY: SM / JR 02/08/02 _ JOB NO: PG. 19 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 3.5 IN , WIDTH = 1.5 IN LENGTH.(L) = 10 FT L / DEPTH = 34.29 OKAY < 50 AREA = .5.3 SQ.IN S = 3.06 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf = 1.5 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1350 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.5 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* = 2025 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 408.2 FcE = KcE*E' / ( (L/d)(L/d) ) F'c = 389.6 PSI F'c =- Fc*( (1 + FcE / Fc*) / 2c- SQRT( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') (FcE / Fc*) / c') ) LOADING CONDITIONS: AXIAL LOAD = 930 LBS fc = P / A = 175 PSI F'c = 389.6 PSI OKAY F'c > fc WIND LOAD = 15.6 PLF MOMENT = 2340 IN -LBS (MAX.) F" b = 1796 PSI = Fb * 1.33 (FOR WIND) fb = M/ S = 765 PSI UNITY CHECK UNITY = (fc/F'c)(fc/F'c)+fb/F'b[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X4 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. BY: SM / JR 02/08/02 _ JOB NO: ( J -PG. (i OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530)893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 1.5 IN LENGTH (L) = 16 FT L / DEPTH = 34.91 OKAY < 50 AREA = 8.3 SQ.IN S = 7.56 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM . KbE = 0.438. .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 900 PSI Fb Cf 1.3 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1170 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc*_ = 1755 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 393.9 FcE = KcE*E' / ( (L/d)(L/d) ) F'c = 373.7 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' - SQRT((1+FcE/Fc*)/2c')((I+FcE/Fc*)/2c') (FcE / Fc*) / c' ) ) LOADING CONDITIONS: AXIAL LOAD = 1100 LBS fc = P / A = 133 PSI F'c = 373.7 PSI OKAY F'c > fc WIND LOAD = 16.8 PLF MOMENT = 6451 IN -LBS (MAX.) F" b = 1556 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 853 PSI. UNITY CHECK UNITY = (fc/F'c)(fc/F'c)+fb/F'b[1-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = . 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 2X6 DOUGLAS FIR LARCH #2 STUDS @ 16" O.C. li ll BY: SM / JR NORTHSTAR ENGINEERING 02/08/02 20 DECLARATION DRIVE JOB NO: !� ``%�J CHICO, CA 95973 PG. j � OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR STUDS BASED ON 1997 UBC SECTION 2308.2 COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 5.5 IN LENGTH (L) = 10 FT L / DEPTH = 21.82 OKAY < 50 AREA = 30.3 SQ.IN S = 27.73 CUAN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 1200 PSI Fb Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1200 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1000 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* = j 1000 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 1008.2 FcE = KcE*E' / ( (L/d)(L/d) ) Pc = 693.8 PSI Pc = Fc*( (1 + FcE / Fc*) / 2c' - ` SQRT((1+FcE /Fc*)/2c')((1+FcE /Fc*)/2c') (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 18700 LBS fc = P / A : = 617 PSI F'c = 693.8 PSI OKAY F'c > fc WIND LOAD . = 15.6 PLF MOMENT = 2340 IN -LBS (MAX.)• F" b 1596 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 84 PSI UNITY CHECK UNITY = (fc/F'c)(fc/F'c)+fb/F'b[1.-(fc/FcE)] < 1.0 OR ELSE NO GOOD UNITY = 0.93 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE: 6X6 DOUGLAS FIR LARCH #1 POST u NorthStar Engineering Title: Job # 'I % `;5 ' 20 Declaration Drive Dsgnr: .Sr'! I J �� Date: 3:18PM, 8 FEB 02 Description Chico, CA 95973 r Scope: Page goof Rev: 550100 User: KW -0603075, Ver 55.0, 25 -Sep -2001 Timber Column Design Page 1 ENERCALC Engineering Software d:\jobs 7655 delorey\7655 delorey.ecw:Calcula o� \7655.:�..:-.`""..+•u. _(c,1983-2001 L ••i57& 7.^.KIci7G-'h.£,. ..w.- .SS:.:L S}3�^r2'.aL'2.'Y2 '���w`n'w -:Fw F_n u"a '.G2.".,'tii^LTrrdSM'.-.x"65 .`-ate..-�::m'1�'2, 'FY 1:::.i: ;".:'•."_'�:�L''S:Mob. F Y`Sffilc"la Description delorey General Information G l Calculations are designed to 1997 NDS and 1997 UBC Requirements .��•ci.,�:ssz�.�a.ass�,....�zrc...mm�s.nti.��rama:'crag.-s..x.sv.,..crt,-.�._.rx.+isa.,,..n..-..mw,s�.._...y.,aua..o.-arnw,vazrr.z..��....r-a..L. Wood Section 4x4 Total Column Height o,t..cas,.�.�.a-v...�i.:ew_. 10.00 ft Le XX for Axial 10.00 ft Rectangular Column Load Duration Factor 1.00 Le YY for Axial 0.00 ft Column Depth 3.50 in Fc 1,000.00 psi Lu XX for Bending 10.00 ft Width 3.50 in Fb 1,200.00 psi Sawn E - Elastic Modulus 1,600 ksi Douglas Fir - Larch, No.1 i Loads �.�Le--e.f+. �....v.ww:.1Lw.�:Kct:llt:w...We:Y`X•:v[urh:t.:i+11�GUl1Y.>a-�.d:..i:/w:.�`svx3�.:p5Y:�u:. -�:GT'A+'.tXa.•.. u.. F..r..d.a+ui�...�n..�-.:k'�v�.•�+:alT..1'::.:.GYM.si'.55L'rtHJr..vb%'...c'a�setL'.v.. �U£Y Dead Load Live Load Short Term Load Axial Load 1,540.00 lbs 2,450.00 lbs 0.00 lbs Eccentricity 0.580in Summary Column OK Using : 4x4; Width= 3.50in, Depth= 3.50in, Total Column Ht= 10.00ft DL + LL DL + LL + ST DL + ST fc : Compression 325.71 psi 325.71 psi 125.71 psi Fc: Allowable 372.61 psi 372.61 psi 372.61 psi fbx : Flexural 323.85 psi 323.85 psi 125.00 psi F'bx : Allowable 1,800.00 psi 1,800.00 psi 1,800.00 psi Interaction Value 0.9440 0.7641 0.1833 Stress Details Fc: X -X 372.61 psi For Bending Stress Calcs... Fc: Y -Y 1,150.00 psi Max k'Lu / d 50.00 F'c : Allowable 372.61 psi Actual k"Lu/d 26.84 F'c:Allow " Load Dur Factor ' 372.61 psi Min. Allow k'Lu / d 11.00 F'bx 1,800.00 psi Cf:Bending 1.500 F'bxLoad Duration Factor 1,800.00 psi Rb : (Le d / b12) ^.5 7.943 For Axial Stress Cafes... Cf: Axial 1.150 Axial X -X k Lu / d 34.29 Axial Y -Y k Lu / d 0.00 NorthStar Engineering 20, Declaration Drive Chico, CA 95973 Page V of Rev: 550100 User: KW -0603075, Ver 5.5.0, 25-E L_"c'198U0 5' 1, IC Engineeri Title: Dsgilr: Description Scope: Timber Column Design Job # Date: 3:16PM, 8 FEB 02 Page 1 .ecw:Calcul Description delorey General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 4x6 Total Column Height 10.00 ft Le XX for Axial 10.00 ft Rectangular Column Load Duration Factor 1.00 Le YY for Axial 0.00 ft Column Depth 3.50 in Fc 1,000.00 psi Lu XX for Bending 10.00 ft Width 5.50 in Fb 1.200.00 psi Sawn E - Elastic Modulus 1,600 ksi Douglas Fir - Larch, No. 1 j Loads Dead Load Live Load Short Term Load Axial Load 2,000.00 lbs 3,000.00 lbs 0.00 lbs Eccentricity 0.5BO in Summary 1 Column OK • Using : 4x6, Width= 5.50in, Depth= 3.50in, Total Column Ht= 10.00ft DL+LL DL + LL + ST DL + ST fc : Compression 259.74 psi 259.74 psi 103.90 psi Fc: Allowable 366.06 psi 366.06 psi 366.06 psi fbx Flexural, 258.26 psi 258.26 psi 103.30 psi F'bx: Allowable 1,200.00 psi 1,200.00 psi 1,200.00 psi Interaction Value 0.7187 0.5035 0.1666 Stress Details Fc: X -X 366.06 psi For Bending Stress Calcs... Fc: Y -Y 1,000.00 psi Max k*Lu / d 50.00 F'c: Allowable 366.06 psi Actual k*Lu/d 26.84 F'c:Allaw * Load Dur Factor 366.06 psi Min. Allow k*Lu / d 11.00 F'bx 1,200.00 psi Cf:Bending 1.000 F'bx Load Duration Factor 1,200.00 psi Rb: (Led/ b^2) A .5 5.054 For Axial Stress Calcs... Cf : Axial 1.000 Axial X -X k Lu / d 34.29 Axial Y -Y k Lu / d 0.00 NorthStar Engineering 20 Declaration Drive Chico, CA 95973 Page 22 of Rev: 550100 User: KW -0603075, Ver 5.5.0, 25 -Sep -2001 Timber Column Design (c)1983.2001 ENERCALC Engineering Software Title Dsgnr: Sf <1 1 "1 (�. Description : / Scope: c�.:.fccrsr-s•��a:.c::k��:�.rxs'-.,-..�-��s:a:� s:r.:,::su :::.a Description delorey residence Job # -7 .� Date: 3:15PM, 8 FEB 02 Page 1 General Information- G'S Calculations are designed to 1997 NDS and 1997 UBC Requirements .... , •a�Gf:. ... ..� ».. ,. � ^.-. .. ... _ .-,..-e...... ... »G::_S:vePiGS=ff�?G:-�:�.sikiS Wood Section .�.•:.itia•:.2tL�`uv'**G'vt::21�wT.i:.Tv�SLCt.:2:']a 4x8 �r,.....`.^�S>ie✓h'Y�.r:���:v:Y Total Column Height _v�.:.w.Y."A 10.00 ft Le XX for Axial 10.00 ft Rectangular Column sYt:� ttisohYYl."�e6. a1N3w:1.Y.TL�i::w•.:Sic`.i:LG-Yt.'K� Fc: X -X Load Duration Factor 1.00 Le YY for Axial 0.00 ft Column Depth 3.50 in Fc 1,000.00 psi Lu XX for Bending 10.00 ft Width 7.25 in Fb 1,200.00 psi 366.06 psi Sawn 11.00 E - Elastic Modulus 1,600 ksi Cf:Bending 1.000 PbxLoad Duration Factor Douglas Fir - Larch, No.1 Rb: (Le d / b12) ^.5 3.834 Loads For Axial Stress Calcs... < Cf : Axial Dead Load Live Load Short Term Load Axial Load 34.29 2,700.00 lbs 4,180.00 lbs 0.00 lbs Eccentricity 0.580 in ` µ Summary4. �� Using : 4x8, Width= 7.25in, Depth= 3.50in, Total Column Ht= 10.00ft DL+LL DL+LL+ST fc : Compression 271.13 psi 271.13 psi Fc: Allowable 366.06 psi 366.06 psi fbx : Flexural 269.58 psi F'bx: Allowable 1,200.00 psi 269.58 psi 1,200.00 psi Column OK DL+ST 106.40 psi 366.06 psi 105.80 psi 1,200.00 psi Interaction Value 0.7733 0.5486 0.1727 Stress Details .- - - •' '*atiYv."bss.�Y -: .. .. •oL ' "'=143-.` sYt:� ttisohYYl."�e6. a1N3w:1.Y.TL�i::w•.:Sic`.i:LG-Yt.'K� Fc: X -X a'-•.•• :4ta:cY'wha`r+hi;u].L+Y 366.06 psi . �t]nia..\.'+'+,s,:3:.Yn'.s..-p>yL"•:• For Bending Stress Calcs... .%�t`�'i^' .:3:'aVueavn� - Fc: Y -Y 1,000.00 psi Max k'Lu / d 50.00 F'c : Allowable 366.06 psi Actual k'Lu/d 26.84 F'c:Allow' Load Dur Factor 366.06 psi Min. Allow k'Lu / d 11.00 F'bx 1,200.00 psi Cf:Bending 1.000 PbxLoad Duration Factor 1,200.00 psi Rb: (Le d / b12) ^.5 3.834 For Axial Stress Calcs... Cf : Axial 1.000 Axial X -X k Lu / d 34.29 Axial Y -Y k Lu / d 0.00 NorthStar Engineering Title: Job # 20 Declaration Drive ANT.`f.t�'..:::�l.U+t-.n.aM:✓wlce.SLtli6fia:YYAa @ Left End DL lbs Dsgnr: S/ -:i /-'f (e Date: 2:37PM, 8 FEB 02 2,785.91 •:C.t':.w'6e.:lrN: 712.50 LL lbs Description 3003.75 1,543.75- 525.00 Chico, CA 95973 4,041.67 712.50 Max. DL+LL lbs �( 6'8C _• 75:00] AMMO X5-00 11ZMZ � 5 �6*82�;c58� 1-4� ._, @ Right End DL Scope: 2,695.00 1,991.25 1,021.25 .551.25 Page '2 3 ofRev: 904.09 712.50 LL lbs ��44.,,118_0 000 3,003.75 � 1,543.75 q520•�J: `9=076.'.2 550100 User: Kw -0603075, Ver 5.5.0, 25 -Sep -2001& Sep -2001 ENERCALC Engineering Software p Timber Beam Joist d:\iobs\7655 delorey\7655 Page 1 delorey.ecw:Calcula (c)1983-2001 KS::,`_`�.^ _..-.... .a,`C!`^`-3.�#. `�fA2.'�'6�:Y4L4kL+�."C'.GS:'w_'2:..;.'^.�-..ti.Ei:Y=e'^'v�:�JR u'i?. i._✓..i:.w �'+`L"i!�tS+]%E�-�. ::L"3:EZ�LI't� a =:;:•cC ..:e.T3'L!". L`w.-. Y:.z::.S.'Xl.a.i."SSe. 1:53 «...Sem S. Y" -. Description delorey residence ,K8.7� X42' - 25...00 Deflections Timber Member Information Deflection OK Deflection OK Calculations are designed to 1997 NDS and 1997 UBC Requirements tY•L-rwS.v. ♦ . rv.'SJ.[_'-t:.aNf.S�tli►^Sal>�.sz--'.SYY..:avt.:44Jn:.s] vti=atE-.nTribi/LYa.�h::e.w•3i:4.'41�StiJv..•:W.'1.v .ivvc+.oti�aJ.-tpt_:.d:-aYY._-4Cs•-.e iM.�a:it,w JA.afL. '.:,: ::.fi:A•i,SB.:i�':wiai �b "4 CB) '.44:i 87 Timber Section -•�.,.r::;,,:a,w:• -0.053 5 t25T�P9 125x15 ' 3�2Sx12.0 UDefl Ratio 4z1 �8 125 �9:5� 3 Sx_i2"0� Beam Width in 5.125 3.125125 3,359.2 3.500 3.500 'T2'5 3.125 Beam Depth in 19.500 15.000 12.000 11.250 11.250 19.500 12.000 Le: Unbraced Length ft 2.00 1.33 1.33 2.00 1.33 14.50 0.00 Tlmber Grade -0.104 Douglas Fir, 24F - V >ouglas Fir, 24F - VDouglas Fir, 24F - V Douglas Fir - Larch, Douglas Fir - Larch, Douglas Fir, 24F - V Douglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 2,400.0 2,400.0 875.0 875.0 2,400.0 2,400.0 Fv - Basic Allow psi 190.0 190.0 190.0 85.0 85.0 190.0 190.0 Elastic Modulus ksi 1,800.0 1,800.0 1,800.0 1,300.0 1,300.0 1,800.0 1,800.0 Load Duration Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Member Type Glul-am Glul-am Glul-am Sawn Sawn Glul-am Glul-am Repetitive Status No No No No No No No Center Span Data .Span d ,_ �i_ .�.�„W.,:„�,., :�•. ....�.x.�.,.�:_,.-....u�.�..��-�>..:.,��.��.�..�:�.:�d.:,:__:....h•.>�.,.�1 �O>� CT=- ,- 0A. - -___t�,:�•:h�6..�.5�.�....,.�.�,.,�9-.n.5:.�<E�u Q -N 6�5�©) � 2z" Dead Load #/ft 85.00 80.00 65.00 105.00 35.00 60.00 150.00 Live Load #/ft 170.00 155.00 125.00 100.00 70.00 60.00 150.00 Dead Load #/ft 160.00 215.00 150.00 135.00 Live Load #/ft 210.00 290.00 200.00 175.00 Start ft End ft 22.000 13.500 9.500 6.500 Point #1 DL lbs 00 LL lbs CR0 @ X ft 2.500 Results Ratio = 0.6164 0.7237 0.4277 0.4393 0.4304 0.5243 0.2376 ..�:i:s:.,,.,.�:,,,,:u:..,�.::,:.- - - ..:�.A,i:�; • .awu ..y:��.:.� ..•w�,::x:�„v:�..�,,,,..'.�,a...zs�„v�:�e...�.:' .L, �,:�;;.�:�,��:::,,�..�, _ ,,,.u;..,,...;,, .�u:,�-..w wu<.;a Mmax @ Center in -k 453.75 202.30 73.10 33.90 26.30>✓ 200.29 40.61 @ X = ft 11.00 6.75 4.75 5.25 3.25 2.51 4.75 fb : Actual psi 1,397.0 1,726.3 974.7 459.2 356.2 616.7 541.5 Fb:Allowable psi 2,266.3 2,385.3 2,388.5 1,045.2 1,046.9 2,224.9 2,400.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 88.3 130.4 81.3 33.8 36.6 99.6 45.1 Fv : Allowable psi 190.0 190.0 190.0 85.0 85.0 190.0 190.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK LReactions ANT.`f.t�'..:::�l.U+t-.n.aM:✓wlce.SLtli6fia:YYAa @ Left End DL lbs VX+`,".:•3;:4.`tFsillLv-X:iV,l.•ul::Y�11i+•TL::.iG•-EsdaxiY'�.J 2,695.00 1,991.25 :Y:-s?r+�B:s'iJOlba�„r-'.v 1,021.25 ..:..r+a:.:.:aaY 551.25 '�tiY.fwsMr+r.;il.NA�SYu'�?'�a':uO.v.il+,w•. 552.50 2,785.91 •:C.t':.w'6e.:lrN: 712.50 LL lbs 4,180.00 3003.75 1,543.75- 525.00 796.25 4,041.67 712.50 Max. DL+LL lbs �( 6'8C _• 75:00] AMMO X5-00 11ZMZ � 5 �6*82�;c58� 1-4� ._, @ Right End DL lbs 2,695.00 1,991.25 1,021.25 .551.25 552.50 904.09 712.50 LL lbs ��44.,,118_0 000 3,003.75 � 1,543.75 q520•�J: `9=076.'.2 796.25 1,128.33 712.50 Max. DL+LL lbs Al 7q'•5-00 (M .6.00 FL- 65.000 ,K8.7� X42' - 25...00 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK .:�s-v..�as,,ma..a..e.:.,.s».ataw• Center DL Defl ' . in u:..sa;s::�xca� ...si,..•;:r.+sa� uwn::>-:.var, -0.227 -0.139 . a.. .x.4....;a.,:::r:: -0.049 -•�.,.r::;,,:a,w:• -0.053 - ... ._..c.w.::'�.mw".. -0.013 .-,wady .. -0.052 ��.. .. 'zuN,s-ai.+wra�' -0.034 UDefl Ratio 1,165.4 1,162.5 2,343.6 2,368.9 6,167.5 3,822.9 3,359.2 Center LL Defl in -0.351 -0.210 -0.074 -0.051 -0.018 -0.071 -0.034 UDefi Ratio 751.4 770.7 1,550.4 2,487.3 4,279.5 2,801.6 3,359.2 Center Total Defl in -0.578 -0.350 -0.122 -0.104 -0.031 -0.122 -0.068 Location ft 11.000 6.750 4.750 5.250 3.250 7.458 4.750 UDefi Ratio 456.8 463.4 933.1 1,213.3 2,526.4 1,616.9 1,679.6 Spread Footing Calculations Fc: 2.5 ksi - Load factors - DL: 1.60 Col. dim., .x-dir.: 3.5 in Fy: 40.0 ksi LL: Col. dim., -dir.: 3.5 in Allow. soil brg.: 1.2 ksf Min. reinf. ratio: 0.0020 Lt. wt. conc. fact.: 1.00 Loads DL LL WPM ki s W o Actual soil brg. LLs_q M Z m Vpunch vu / phi As req'd (x-dir) ult. min. s. in. (sq- in. As req'd (y-dir) ult. min. s . in. s . in. 1.1 0.0 0.96 0.96 1.00 1.00 1.10 0.53 0.56 8.00 12.00 -0.000 0.00 0.29 0.00 0.29 2.5 0.0 1.44 1.44 1.50 1.50 1.11 0.92 1.17 8.00 Spread Footing Calculations Fc: 2.5 ksi - Load factors - DL: 1.60 Col. dim., .x-dir.: 3.5 in Fy: 40.0 ksi LL: Col. dim., -dir.: 3.5 in Allow. soil brg.: 1.2 ksf Min. reinf. ratio: 0.0020 Lt. wt. conc. fact.: 1.00 Loads DL LL WPM ki s Min. req'd. ftg. dims. (ft) X_ Y_ Actual ftg. dims. (ft) X_ Y Actual soil brg. LLs_q Depth req'd (in) Beam Punch. shear shear Act. "d" to rebar ILOLI Ftg. thick. tiajksi Vpunch vu / phi As req'd (x-dir) ult. min. s. in. (sq- in. As req'd (y-dir) ult. min. s . in. s . in. 1.1 0.0 0.96 0.96 1.00 1.00 1.10 0.53 0.56 8.00 12.00 -0.000 0.00 0.29 0.00 0.29 2.5 0.0 1.44 1.44 1.50 1.50 1.11 0.92 1.17 8.00 12.00 0:008 0.02 0.43 0.02 0.43 4.4 0.0 1.91 1.91 2.00 2.00 1.10 1.29 1.84 8.00 12.00 0.017 0.05 0.58 0.05 0.58 6.9 0.0 2.40 2.40 2.50 2.50 1.10 1.67 2.57 8.00 12.00 0.030 0.11 0.72 0.11 0.72 9.9 0.0 2.87 2.87 3.00 3.00 1.10 2.04 3.30 8.00 12.00 0.045 0.20 0.86 0.20 0.86 13.5 0.0 3.35 3.35 3.50 3.50 1.10 2.42 4.06 8.00 12.00 0.064 0.33 1.01 0.33 1.01 17.5 0.0 3.82 3.82 4.00 4;00 1.09 2.78 4.81 8.00 12.00 0.084 0.51 1.15 0.51 1.15 22.5 0.0 4.33 4.33 4.50 4.50 1.11 3.20 5.63 8.00 12.00 0.11.0 0.75 1.30 0.75 1.30 27.5 0.0 4.79 4.79 5.00 5.00 1.10 3.55 6.38 8.00 12.00 0.135 1.04 1.44 1.04 1.44 33.5 0.0 5.28 5.28 5.50 5.50 1.11 3.95 7.18 8.00 12.00 0.166 1.41 1.58 1.41 1.58 40.0 0.0 5.77 5.77 6.00 6.00 1.11 4.34 7.99 14.00 18.00 0.072 1.04 2.59 1.04 2.59 47.0 0.0 6.26 6.26 6.50 6.50 1.11 4.73 8.78 14.00 18.00 0.086 1.34 2.81 1.34 2.81 54.0 0.0 6.71 6.71 7.00 7.00 1.10 5.07 9.52 14.00 18.00 0.099 1.68 3.02 1.68 3.02 62.0 0.0 7.19 7.19 7.50 7.50 1.10 5.45 10.31 14.00 18.00 0.115. 2.08 3.24 2.08 3.24 71.0 0.0 7.69 7.69 8.00 8.00 1 1.11 5.86 11.14 1 14.00 1 18.00 1 0.132 1 2.56 3.46 1 2.56 3.46 0 4 HDC product line eliminates eccentricity. Installs with SDS screws (included) to reduce slip and maintain post capacity. <<'? MATERIAL: 10 gauge strap. FINISH: Galvanized strap, aluminum base. INSTALLATION: • Use all specified fasteners. See General Notes. • Sized for 2-2x. 4x and 2-26 members in two load capacities for residential needs • Concentric to eliminate bending on the stud • SDS screws for high load capacity and maintain the integrity of the stud • Slot in the seat alloys for 3/8" of adjustment • Witness slot in the base to inspect the nut • Maximum anchor bolt height above concrete is 2Yz' 0 I ! I Number Model Anehon I No. � W I H 8 golf of SDS Allowable Tension i I Fasteners 1/4x2 1/2 (133) 1HDC5/22-SOS2.5 , 3 1/8 19 3/8 j 3 5/8 1 12 4870 jHDC5/4-SDS2.5 !3 9/16 f 9 1/8 j 3 5/8 1 12 4870 I iHDC10/r P2-SDS2.5 j 3 1/8 14 3/8 3 j 7/88 24 9735 !HDC10/4 SDS2.5 j3 9/16114 1/81'_3 7/8 I_ 24__ 1 9735 CONCENTRIC H D C HOLD WNS 1. The designer must specify anchor boll type, length and 4. Deflection at Highest Allowable Design Load: The deflection of a holdocm mbedment. See the SSTB Anchor Bolts. measured between the anchor bolt and the strap portion of the holdown 2. See page 32 for retrofit anchor bolt. when loaded to the highest allowable load listed in the catalog table, This 3. Loads are based on static tests on wood studs, fireiled movement is strictly due to the holdo,::n deformation under a static load by the lowest of 0.125' deflection, ultimate divided by 3. test conducted on a steel jig. or the wood screw value. 5. Installs best with a low speed /i right angle drill with a Sia hex head driver. The Predeflected Holdovin (PHD) is a revolutionary development in holdown connections. Predeflected during rranufacturing. the PHD virtually eliminate deflection from material stretch. SPECIAL FEATURES: • Wood screws reduce slip due to overdrilled bolt holes. • Smaller centerline reduces eccentricity in the stud. • No stud bolls to countersink. • The slot in the seat provides anchor bolt adjustment. • Fits easily on a 4x stud. MATERIAL: See table. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Place the PHD over the anchor bolt. • Install Simpson's code -recognized SDS'/<X3 wood screws, which are provided with the holdown. • For an improved connection, use a steel nylon locking nut or a thread adhesive on the anchor boll. See SSTB Anchor Bolts,. page 25, for anchorage options. The design engineer may specify any alternate anchorage calculated to resist the tension load for a specific job. Anchorage length should 'take the bearing plate height of 1?8" into account. to ensure adequate length of threads to engage the nut. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood CODES: ICBO 5328; City of L.A. RR 25300. Typical PHD Installation as a Holdown I Dimensions I Fasteners Allowable ' Holdown 5 No. of Model ( loads Deflection No. Ga Simpson Anchor) Avg 2-2x and at Highest W H 8 CL SDSy,X3 Dia. UIt Greater Allowable i Wood Vertical Design ! Screws Wood Member Load PHD2-SDS3 14 ! 3 9Xo 2j 1y I j 10 12,520 1 3610 1 .033 j PHD5-SDS314 3 111 2/, ! 1'/ i y,! 14 ,670 j 4685 I .047 i PHD6-SDS3; 12I 3y 13,Xfi 2% 1)a / I 18 L18,250 5860 I .045 PHD8-SOS31 10 13/ j 17X; 2r/ 1x/I /I 24 ,243 j 6730 I .051 1. Allowable loads have been increased 33% for earthquake or wind loading with no further increase alloyed: reduce where other loads govern. 2. The designer must specify anchor bolt type, length and embedment. See the SSTB Anchor Bolts. 3. See page 32 for r=trolit anchor bolt. 4. Loads are based on static tests on wood studs. limited by the lo:_st of 0.125- deflection, ultimate divided by 3. or the :•rood scree: value. HANGER NOT SHOWN 5. Deflection at Highest Allo -,-.,able Design Load: The deflection of a holdown measured beh•;s_n the anchor bolt and the strap portion of the holdorin when loadad to the highest allowable load listed in the catalog table. This mer=-ment is strictly due to the holdown deformation under a sialic load test conducted on a steel jig. 6. Installs best with a low sp-_d W right angle drill with a 3'e hex head driver. 7. PHD installed raised off fl— sill plate may have greater deflection values. Typical HDC Installation with 2-2x4 studs (Similar with 2-2x6 studs) IJ HOLDOWNS ED P H PREDEFLECT PHD5 (others similar) US Patent 5.979.130 Top View Typical Concrete Wall PHD Offset Installation SDS'/4X3 Screw US Patent 6,109,850' See screw info on page 8 8.SDS'/<x3 screws are required for PHD's. Call Simpson for PHD loads using SDS'/.x1 N' screws for 2x wood. 9. For Hem -Fir loads. request Technical Bulletin T-HEMFIR. 23 r"h 71"k • N Identification 55TB0 R BOLTS ssr3:.> stamp showing s57.,L embedment I ;, zti angle Extensive SSTB testing has been done to determine the design lead capacity ; I IO EMBEOMENT t Lis. LINE at a common application, the garage stem wall. Design loads are based on the lowest ultimate. from a series of five tests, with a three -times safety factor. I %; eh;eeoN:,. �l SPECIAL FEATURES: • Rolled threads for higher tensile capacity. _ uer . • Offset angle reduces side -bursting, provides more concrete cover. SSTB16 z I SLAB • Stamped bolt head for identification after pour. (others • Stamped embedment line aids installation. similar) to • Configuration results in minimum rebar interference. le I ° U.S. Patent INSTALLATION: • SSTB is used for monolithic and two -pour installations. o 5,317,850 • Nuts and v'rashers are not supplied with the SSTB; install — standard nuts, couplers and/or washers as required. FOOTING REINFORCED CONCRETE FOUNDATION ° • Install SSTB before the concrete pour using an MKP or Anchor Mate (see page 29). Install the SSTB diagonally at approximately 45° from the vfall. d Install one =4 rebar 3" to 5" from the top of the foundation. • The SSTB does not need to be tied to the rebar. v MIN. EDGE Double Pour Installation DISTANCE (SSTB20, 24 and 34) • Minimum concrete compression strength is 2500 psi. Unless noted otherwise, no special inspection is require] for foundation concrete when the structural design is based on concrete no greater than 2500 psi (1997 Uniform Building Code, section 1701.5.1). Typical , • Use 90% of the table load for 2000 psi concrete. SSTB 5 MIN. 45° 1351!901-451 135° REINFORCED CONCRETE BLOCK Installation I.% s•FOR ° A • Before concrete pour, install diagonally at approx. 45° in the cell. 1 SSTB • Horizontal -4 rebar (minimum 56" long)—approx. one rebar 12' from I ° the top and two rebars approx. 28" from the top. Vertical `4 rebar (minimum 24" long)—install with maximum 24" o.c. spacing. "oo" 0' • Grout all cells with minimum 2000 psi concrete. Vibrate the grout B.",' All Plan View of SSTB Placement per the 1997 Uniform Building Code, section 2104.6.2. in Concrete Stemwall OPTIONS: Available in hot -dip galvanized; consult factory. ' CODES: ICBO 4935. City of L.A. RR 25248 for concrete foundation only. SELECTION TABLE till II 'O; II U 0 U 0 U Model 12x, 3x, 2-2x Sill Plates; yaA No Mono Pour; Two Pour I L---- PHD2, . 1 I TYPICAL PLAN VIEWS OF REBAR INSTALLATION i s;: ... HD2A, j LTTI31, SSTB16 I SST820 1 > I 1 HTT16, i I PLACE HD5A I _ DIAGONAL I•y . . -IN CORNCORNERJSSTB20 SSTB24 APPLICATION MTT286 HTT22, 121,41N. FOR °•1 m¢ %e'DIA. SSTB HDw Cr LOCATE FULLCS/22, SSTB24 HDC5/4 TABELOAD APPROX.45 FROM WALLPHD6,mz PHD8 I HD6A, 6' S HDBA, • i MIN. '., MIN.L " Typical SSTB Installation HD10A, SSTB28 SSTB34 I ; I - , with mudsill and holdown I I I -►, N/.'MIM. ­ 14VIAIN. HDO8, Continuous HDC10/22, Corner Installation HDC10/4 I Stemwall End Wall 1. SSTBL models are recommended for PHD hoedowns on 2-2x and 3x sill plates. I Min Model, 'Stemwall 'Length ' Allowable Tension Load (133),.1 Avg No. 1 Width I Dia Embedl I I I IB UltConcrete L i Concrete = 2500 Block Concrete Block EndJ ;1'c psi, SSTB16 ; 6 5/8 175/8 j 125/8 11 13640 4420 1 4780 1 1850 SST820 1 6 5/8 i 215/8 1 165/8 14745 4600 1 4780 1 1850 !SSTB24 I 6 5/e 255/8 1 205/s 14745 5175 4780 1850 I SSTB28 8 • 17/e 1 297/8 24'/8 1327 00 10100 j 6385 4815 I SSTB34 i 8 j 7/8' j 347/8 128% 132700 i 10100 6385 I 4815 SSTB36 8 7/a; 36% L28% 327001 10100 6385 j 4815 1. Loads may not be increased for short-term loading. Loads apply to earthquake and Wind loading. 2. Minimum anchor center -to -center spacing is 2le for anchors acting in tension at the same time for full load. 3. The SSTB Was tested in a stem wall With a minimum amount of concrete cover. 4. Maximum allowable load is 8150 lbs. for SST828, 34 and 36 When used 5' from the end of a concrete foundation. Use full table load when installed 24' from the end or installed in a corner condition (see illustration). 5. Connection is limited by the lowest of bolt or holdoem capacity. 6. PHD minimum end dis:a'^e is 44'8". Minimum end disianc- for Slrong-Ylall " sheanvalls is 37/a'. 7. Order the SST31 nodeels for longer thread length (5/2"). SST3L and SST= loads are the sane. 0 Typical SSTB Installation in Grouted Concrete Block 25 6 C B SQ BPOST ASES r IY The CBSQ uses Simpson's SDS screws. t:'hich allot; is for fast installation, reduced reveal and high capacity, while maintaining the net section of the post. MATERIAL: See table. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Not recommended for non -top -supported installations such as fences. CODES: Submitted to ICBO 10/99. I. For higher downloads. solidly pack grout under 1' standoff plate before installing CBSQ into concrete. Base dovmload on post or concrete, according to the code. CBQ COLUMN BASES CBQ and -CBSQ To order rvilh screws. specify Nominal] Material Dimensions I of Uplift = Allowable Loads Model No. I Post Size ! Base Strap ! W 1 W2 D I Simpson H; SDS'/. z 2" Avg Ult U lilt I U hft p p Oown j 1 i (Ga) (Ga) I I Screws Model Nominal Material Dimensions Number Simpson of (133) ; (160) (100) CBS044-SDS21 4x4 i 12 toga x 2'>< 30'.,6 131/2 7r's . 8:•e 14 1_6667 5335 ! 5335 10975 CBSO46_SDS2 4x6 ! 12 toga x 3 39;6 { 55/6 7= 122 RPS/ST/FHA/PS/HST/LSTA/LST1/ MST/MSTA/MSTC/MST1 STRAP TIES The MISTC series, with 2 different strap sizes, has countersunk nail hole with 16d commons. Reduce the allowable load based on the size and quantity slots for a lower nailing profile. Coined edges ensure safer handling. The of fasteners used. The LETI light strap ties are suitable where gun -flailing is FPS meets UBC and City of Los Angeles code requirements for notching necessar., through diap-ragm decking and wood chord open.web trusses. plates where plumbing, heating or other pipes are placed in partitions. FINISH: :.ST -Simpson -,ray paint; PS-HDG; all others -galvanized. Some products Install Strap Ties where plates or soles are cut, at wall intersections, ar- available in stainless steel or Z -MAX; see Corrosion -Resistance. page 5. and as ridge ties. LSTA and VISTA straps are engineered for use on 11/2" - INSTALLATION: Use all _pecitiecl fasteners. See General Notes. members. The 3" center -to -center nail spacing reduces the possibility of OPTIONS: Special sizes -an be made to order. See also HOST. splitting. For the MST, this may be a protlem on lumber narrov.1er than CODES: :_:OCA, ICED. SE:CCI NER-413, NER-443; ICBO 4935. 5357: 31/2": either fill every nail hole with 10dx11112' nails or fill every other nail Da't.e County. FL =6-1126.11. City of L.A. FIR 25119, RR 25149. RR 25281. ! O T .0 I j o o 0. T�Y.p -o —A 0. o .1 us MSTI 0. MST TIN 6- I. T O. 7 ST U.S. Patent o6.. 4,367,973 W o o of o o o o o o o LSTI ic I V U) IF_ IMSTA M36 LSTA and MSTA FHA (pilot holes U.S. Patent not shown) 4,367,973 N -C!, -J ST9, ST12, ST1 8, ST22 ;I--- L — F 7 o -o T RPSIS & 22 y L L < RPSIS <L _ Y L RPS26 (INCOMPLETE NAIL PAT -TERN SHOWN) U) U_ ELL t 0 0 0 0 0 0 0 0 0-0 0 0 0 __F_ 0 0 0 0 0) S1 P 3 M V st,6�.-18.' 0 000 0 0 0 0 0 0 0 0 o 0 _... - 0 0 0 MSTC28 IMSTA M36 LSTA and MSTA FHA (pilot holes U.S. Patent not shown) 4,367,973 N -C!, -J ST9, ST12, ST1 8, ST22 ;I--- L — F 7 o -o T RPSIS & 22 I. < RPSIS RPS22 RPS26 (INCOMPLETE NAIL PAT -TERN SHOWN) O RIPS IMSTA M36 LSTA and MSTA FHA (pilot holes U.S. Patent not shown) 4,367,973 N -C!, -J ST9, ST12, ST1 8, ST22 ;I--- L — F 7 o -o RPSIS & 22 12'. RPS28 RPSIS RPS22 RPS26 (INCOMPLETE NAIL PAT -TERN SHOWN) RIPS t 0 0 0 0 0 0 0 0 0-0 0 0 0 __F_ 0 0 0 0 0) S1 P 3 M V st,6�.-18.' 0 000 0 0 0 0 0 0 0 0 o 0 _... - 0 0 0 MSTC28 HST Eli - - 1_2 --- ------------- ---- ------- ------ __ ----- 1- 2/2'IHST2 HST5 HST2 HST5 and Vh' 3' HST3and HST6 HST3 HST6 ical 'I Installation ' hanger shown) I similar L- W T ST2115 0 0 w 0 0 i — -1 PS218 and PS418 I 2"0' !11/,1 PS720 31,'.* 112" 6 z '7 0 CL (D Q Q J L • WS -M ---SON ! ! i Model 1 No. i Ga ! Dimensions; Fasteners (Total) W ; L i Nails Allowable Tension Loadsl Flo (100) i (133) . (160) I RFS18 tY 18;(6' 12-16d 810 ; 1080 _1295 I i RFS22 16 1/ 22 6! 16-10d 905 ' 1205 1445 RPS28 1Y .28 j61 12-16d 810 1080 1295_; L LSTA9 j LSTA12 LSTA15 ! 1y, 9 j 8-1Od 450 j 605 725 j j 1y, 12 j 10-10d 565 1 755 905 i 1y, i 15 I 12-10d 680 i 905 1085 j i LSTA18 ; 1y, j 18 j 14-10d 790 j 1055 1265 j LS T A21 120 i LSTA24 1 y 21 16-10d 1y, ! 24 i 18-10d 905 i 1205 ' 1295 j 1015 11295 ; 1295 i I ST292 : 2X6 ; 96,6 I 12-16d 790 ; 1055 1130 ST 2122 ; ST2115 ST2215 I 2X6 j12%! 16-16d % 16y61 10-16d 2yi6176=,61 20.16d 1070 j 1425 ' 1505 450 600 600 , 1270 1695 1695 j I LSTA30 ' I LSTA36 i 1y, 30 ! 22-10d ly 36 ! 26-1Od 1255 i 1670 1715 i 1480 11715 1715 I LST149 _3j_49 32-10dxly, 1455 j 1940 _2330 j 1 LSTI73 MSTA9 I1 j MS T 12 ? 18 A j MSTA15' - 6ASTAl8 MSTA21 ` MSl TA24 i 3% 73 ;_48 tOdxly,- y, 9! 8-1Od 1y 12 ! 10.10d ty 15 ! 12-10d 1y 18 14-10d_ 1y, f 2_1 ! 16-10d _ 1y, 24 18-1Od_ 2185 12970 _3495 i 610_ 730 j _455 570 1 760 910 j 685_ 910 1095 j _ 800_; 1065_ 1275 j 910 ; 1215_7460- 1025 i 1370 1640 i MSTA30 i j MSTA36 ST6215 j i ST6224 I ! 1y, 130 j . 22-1Od 1y, j 36 j 26.1Od 2X6 16f j 20-16d 12X623=,6i 28-16d 1265 j 1685 ! 2025 _1495 j 1995 2135 1330 j 1775 2130 j 1890 12520 ' 2630 j ! ST9 j ST12 i 16 ST18 I ! ty, 1 9 j 8-16d 1y, 1 11=/ j 10-16d i 1y, 117y, I 14.16d 530 ( 705 I 850 j 665 1 885 1 1065 j 900 j 1200 1200 j ST22 j M I MS C4T 0 j MSTC52 j ; 1y, 1216/ I 18.16d j 3— j 28 36.16 I sinkers 3 i 40y, j 52-16d sinkers_ 3 i 52y, 162-16d sinkers 1025 1 1376.; 1370 j 2070 j 2760 i 3310 2990 1 3985 1 4740 I 3555 j 4740 j 47401 MSTC66 3 ' 65y' 76.16d sinkers 4390 5855 5855 j 4390 ! 5855 5855 i MSTC78 1 14 3 ; 77/ 76-16d sinkers ST6236 •, _ 2X6 !33",6' 40-16d 2575: 3430 3430 I 1 FHA6 ! I IX6 16'/ ; 8.16d 550 j 735 ! 885 j 550 j 735 ; 885 ' FHA9 ! FHAl2 FHA18 1X6 j 9 j 8.16d ; 1X6 j 11%! 8.16d _ j 1X j 17y/ I 8-16d 16d 550 i 735 i 885-1 550 j 735 885-1 550 j 735 1 885 j 550 j 735 885 j 1130 j 1510 1810 FHA30 ; 12 1,( 30 1 8.1 5d MST126 MSTI36 I MSTI48 j j MSTI60 12X6 126 12X1 j 36 i j 2X6 j 48 , 2X6 160 j j 26-10dx1Y 36-10dx1y, 48.10dxly, 60-10dxly, 1565 2090 ; 2505 j 2135 j 2850 i 3420 2760 j 3680 14415_] 3310 i 4415 ; 4725 1 MST172 ! ! 2X6 172 72-10dx1Y RPS/ST/FHA/PS/HST/LSTA/LSTI/ STRAP TIES MST/MSTA/MSTC/MSTI EN DISTA BEAM and Typical LSTA Installation (hanger not shown) ical allation Model IPlateI Notch i No_.-�- - �Widlh j ' RPSI 8 j 2x4 i RPS22 j 2x6 I s 5Y" RPS28;-2x4 j <- 12" Model IDimedsions, Bolts I No. I Ga 1 W j L Oly j Dia j P S 218' I 2 j 18 j 4 % PS4185 7 4 j 18 j 4 PS720' I : 63/,_j 20 i 8 Y EN DISTA BEAM and STRAP Typical LSTA Installation (hanger not shown) Floor -to -Floor Clear Span Table jble Model No. I ;Dimensions; Fasteners (Total) Allowable Tension Loads Tension aLoad Model No. i Ga I W ( i Bolts I L Nails Qty Dia Nails j Bolls' 16 116-16d sinker Floor (100) ! Floor 1 ' ) (133) (133) I (160) I (100 I (160) j MST27 ! 2X6 : 27 .30-16d j 4 ' Y 2070 ! 2760 2790 1 1295 ; 1725 2070 ! MST37112 2X6 37y 42-16d! 6 I y 2860 ; 3815 . 3815 ` 1825 i 2435 2920 ! MST48 j 2y6 ' 48 46-16d 1 8 y- 3345 j 4460: 4460 i 2225 i 2970 3560 I MST60 I MST72 ! ! 2X6 ! 60 j 56-16d j 101 Y 110 ' 2X6 i 72 ' 56-16d j 101 Y 4350 1 5800 ! 5800 I, 2670 j 3565 ! 4350 j 5800 i 5800 12670 j 3565 4275 j 4275 I j HST2 2Y 21y — j 6 j % — I — — 3130 i 4175 5005 ! j HST5 I ', — 5 21 y. 12 7 i i y — I— — f 6385 j 8510 10210 i HS73 j 3 ! 25Y 1 — j 6 y. — j — ' — ! 4645 6195 7435 j HS76 i 3 6 25Y ; — 112 j Y — j— I— 19350 112465: 14955 1 EN DISTA BEAM and STRAP Typical LSTA Installation (hanger not shown) Floor -to -Floor Clear Span Table jble Model No. I T— Clear Span ! Fasteners (Total) Tension aLoad (133) j (160) 3) !MSTC28 ---�-- l 18 112-16d sinker — 920_: 1105 16 116-16d sinker 1225 I 1470 IMSTC40 1 18 28 16d sinker 2145 j 2575 i 16 j 36-16d sinker 2455 12945 iMSTC52 18144-16d sinker �6 I48 -16d sinker 3375 ! 4050_ 3680 j 4415 j IMSTC66 18 j64-t6dsinker 16_68 16d sinker 5035 5855 5350 5855 MSTC78 j j 18 80-16dsinker5855 j 5855 ---- 16 j 80-16d sinker — 5855 ; 5855 __ I jM1AST37 ; l 18 j 20-16d 1905 12285 16 22-16d 2100 12515_ MST48 L 18! 32-16d 3135 ! 3765 16 I 34.16d 33301 400_0 j 1 18 46-16d ,A4ST60 rr16 j 48-16d L_-- ---- 4785 L5740 I --- 4990 15800 ' '1v1ST72 L18 j 56-16d. i 16 I 56 16d 5800 ! 5800 5800 i 5800 I 18 j 14-IOdx1'/z MST136 16 j 16-1Odx 11/2 810 975_. 930 j 1115 ; MSTI48 x-18 126-1Odx1'/2 16 i 28-1Odx 11/2 1545 j 1855 1660 11990 MSTI60 j 18 i 38-1Odx11/2 i 16 140-1Odx1'/2 2330 2800 2455 j 2945 MSTI72 18 i 50-1Odx1'/2_ I 16 J, 52-10dx1'/2 3065 i _36_80_ 3190 1 3830 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.10dx1'/a' nails may be substituted where 16d sinkers are specified at 0.80 of the table loads. 3.10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4.164 sinkers (9 gauge x 31/4') or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST -2'/2-; HST2 and HST5-4-; HST3 and HST6-4'/i . 6. PS strap design loads must be determined by the building designer for each installation. Bolts are installed both perpendicular and parallel -to -grain. 123 CS/CMS`s' CO/LED STRAPS N i NEW! Cf11STC provides nail slots lot easy installation and coined edges for safe handling. NT� CS are continuous utility straps which can be cut to length on the job site. Packaged in a lightweight (about 40 pounds) cartons. FINISH: Galvanized. Some products available in Z -MAX; contact lactory. INSTALLATION: • Use all specified fasteners. See Genera! Notes. • Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle oulkvard. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allo%vable loads and the nails required to obtain them. Fewer trails may be used; reduce the allowable !orad by the code lateral load for each nail subtracted from each end. • CMST only -Use every other triangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend 10 split. ' CODES: BOCA. ICBO, SBCCI NER-413; City of LA RR 25293 (CMST12 and CMST14). Model Total L — End I 1 Ga Cul Length Fasteners Allowable —Nail Tension Loads J Spacing No. (Length Row) L i )_--- (Total) --L--- Oa (100)' .(133/160)=1 (Ina Rom —LI ClAST12 1 j 40' -- -- 45" - — -^_- I ' clear span + 90" 12 --- 100-16d — 7230 9640 i ------- 1 %" 1900 1605 1900 [H S- ; 105 clear span + 210"; 118-10d_ 7230 ; 9640 1 3%•' C64ST14 134 152/2' — J _• i clear span + 68` :• 14 r 74 t 6d 5095 j 6795_ 1 1' <" _ - 6 j Y. ___---78" — 5470 5400 ; clear span + 156" ; 88-10d 5095 ; 6795 3y" Cf:4STCt6 ! 54' 25" 16 I --- —p clears an + 50 6.1 16d sinkers -- - ,- - ---- 3520 ' -- -- 4690 — - - :._- -. 1 ! 49 _ j clear span + 98" , 64-16d 76 !clear span + 30" I sinkers 28.8d 3520 1235 j-1650 469_0 ;' it 3" CS16 150' I 14" CS16-R 25' ; 1 t' 1235 1650 _ 1 I j clear span + 2,F;_ 22-10d iCS18S CS18 125' 100' 200' 11 " 9" I j clear span + 24' 1 18 clear span + 20" 1 22-8d 18-10d 950 i 1270 CS18-R ! 9" 1 clear span + 20" ! 18.10d CS20 CS20-R 250' I 25' 9" 7"� _ —1------ iI -clear span + 20- PO 18-8d _750 1 1005 I clear span + 16_' i -10d 750 i 1005_ CS22300' ! -._ 7.. clear span + 16" 1 P2 -- - - - .:.- —14 14-8d - ---- 620 i - — ---- 825 j -- - CS22 R 25' 5y ;clear span + 13" 12 tOd 620 ' 825 ' 1.Alloveable loads 100% value is the maximum steel capacity and may not be increased for other load durations unless otherwise indicated. 2.133% and 160% value may be used for earthquake or wind loading. ^ S,A/HSA CONNECTORS A high value seismic tie for horizontal ties across intervening members. FINISH: SA36-galvanized; all others -Simpson gray paint INSTALLATION: • Use all specified fasteners. See Genera! Notes. • May not be suitable for floor diaphragms which protrude above beams. CODES: BOCA, ICBG, SBCCI NER-413; City of L.A. RR 25119. � Total Fasteners Allowable Horizontal Loads Model Strap L Av No. j Section I Bolts Nails j Oly; Dia Ult I 1033 Nails Bolts & 160) (133) (160) ;SA36 ' 12 ga x 2y,6 36 ,22-16dj 4 j. y 6767 1900 1605 1900 [H S- ; 3 ga x 3 32 — 2 I % 13600 — 1910 2290 HSA41 1 3 ga x 3 41 — 14 j % 17600 — 3770 4.520 HSA50 j 3 ga x 3 50 - 6 j Y. 21600 — 5470 5400 iHSA59 3 ga x3 59 — ; 8 3y. 30100 — 6940 8330 HSA68; 3 ga x 3y j 68 I — ; 10 ! Y. 34200 1 — 1 8350 110020 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 2.Allowable loads assume a restrained member of 31/2' min. thickness with bolts in single shear. 124 3. Bolt and nail values may not be combined. 4. Only SA36 can be field -bent for other intermediate beam widths. (C SIMPSON Sban sOA i. o s .o a CS16 'MkE o— Ih"i"A o T I CS16 Hole Pattern (all other CS straps similar) o o 0 5 o o II r 13 0,11ST14 14 GAUGE 11'ph• 0 —t !� 3'h'—ti i -•—til.'-= CMST14 Hole Pattern (CMST12 similar) 0 0 o 0 0 0 CMSTCI6 16 GAUGE 3• 0 o G G 0 0 _L I.— 3' Typ•-'j CMSTCI6 Hole Pattern Typical HSA Installation /STRAP o b o o> SN' D:F HhvGER-� . Typical SA Installation with Saddle Hanger APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION March 18, 2002 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 Attn: Gentlemen We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on a sample of soil obtained from the building pad for the Delorey Residence located at 4255 Tuliyani Drive'in Chico, CA. The soil described above was sampled for expansion index testing. The test result was an EI = 19. The UBC classifies this soil as having a "Very Low" potential for expansion. The Butte County Building Department requires no recommendations for mitigating the effects of soil expansion if the EI is less than 20. Applied Testing • Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these .test results and/or recommendations if they are used whole or in part at any other site or structure on this site. - Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Brad Forsythe Vice President Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 �A��Tc APPLIED TESTING CONSULTANTS Expansion Index TestMATERIALSENGINEERING . TESTING AND INSPECTION A Client: Morris Development Project: Delorey Residence Contact: Bill Morris Soil description: Light Brown Sandy Clayey Silt Sample location: 4255 TUliyani Dr. Sample taken by: Sampled by ATC Depth of sample: -18" Moisture determination 1 1 • Gross wet wt: 391.3 • 11 Gross dry wt: 353.5 Pan wt: 83.2 Net dry wt: 270.3 Moisture Loss: 37.8 Moisture content: Density determination Wt of soil & ring: 565.0 Tare of ring: 200.1 Net compacted soil wt: 364.9 Dry Density,.pcf: 97.1 Saturation determination Volume of solids: 0.575 Volume of water: 0.218 Volume of air: 0.207 Degree of saturation: 51.2% Gross final wet wt: 410.4 Gross final dry wt: 325.6 Final moisture loss: 84.8 Final net dry wt: 242.4 Final moisture content: 35.0% This test was performed per ASTM Reviewed by: 9-88 Start 2 4 r E 03/15/02 7 E c .1c 11 12 1: 14 1E 1E 17 1E 1E 2( Final: Date: 14 -Mar -02 Tech: B. Carter Expansion Index: 19 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1 1 1111 1 1 11 • • 11 1 1/ 11 1 1 •• 11 1 1 11 1 1 • :11 11 • • 11 11 • 11 / 1 • Expansion Index: 19 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Hours: Mon. -Fri. v 8amto5pm MORRIS DEVELOPMENT COMPANY Full Real Estate Services WILLIAM W. MORRIS American Home Services (530) 342-7805 Home 712 Silverado Estates Ct. (530) 893 -HELP Fax Chico, CA 95973 (530) 520-4719 Mobile (530) 891-0444 f VP 017h 7 -10 AV Co lv� 09 log 'F- i-N3YVIdVd3(3 ONIMIO-J? 'pa 0 0 k I N noD gnm f7l V.' day I g, 9d, A-60fit, i 121Z .-e i "X- ro I -' / -` ` � ' ' �' � ' i�' ^ ^ '' '`' ^ �r � 4v be-- z 14Y 6:rl-wonirentai near 60 4k 6" SEP 1 1 2002 Chico, CA T> 6z4,7, qqo —661 6qo?� 12 - - ItJF r� /•.q�rypc 9DIS i.ra a nai9+e.w �*�.. a.•.YSe q .y...:a. �a..•. •.«.yh„t.r. • s. uglwaM•�rrM:r.�4+�Dr•Mwa.srwl.�►+lou..•... p.�.yN.w„gy .« ...La e,cac•�� wwr+•R+a .. .. >....u4.,,....+ .t.... « .-.. . « a • A• �.•�.•.c Ctd'Jve+.eeru•'�� • .. .. �... .. f NNW— P!00L o SPECIFICATIONS rA if a &% 7 Area CY) So. ff. OWNER To determine: Approx- elevation of pool on day of excavation. t Pool area to be fenced. j By owner per county or city ordinance, gates to be self closing and self latching. Do not turn on pool light. when pool is empty . Owner. to wet down gunite shell at least 2 times daily for 1 days, +� PERMIT OFFICE i= i _t z S so! S' aM• • � q ter.../•••..-.. .® f._ Y�� � .R .� s �J''. ' °`8 `JAY 0 , itl b' 2' 00 wrw►.-a ,.;.^V Y-tr•iMV�CMM✓w••.�••.. .y�.•. �r .. • .. .. • ... .. .n•••'i :d60• •N � "� ~ 7U� \ _ \r_ 4� �•...' a tiry.••..,q•w. .•r4 .rw .... .. e+•• •.rh4 �1•}gw•1.•w m.r-. i 1 e foo - f t t f E r�• a O f i•rr4•nt Mr•y � � � i _w . rvj A* I -------------- S IN i., 14 S .. .. .. . � _ w�-•«.r ....ya..y.nl. ... .. p. ... w,,.r wsr rNuw•.•a.w• y.y..4ra.•y.. MFiwa.-.. a. ....wra•..s l.c.... .. ... ..0 ... .. .q. ....w,ws�n••Yr.a.•«r. MNwY/ V hM�oOwp{M/H �Y«N�r...�n. •'1.-M. 19U F U tot 4c IWWO. D ) I 677) e . .f. tv sT i �a ice• �. Y y�,_,f f ;ate•• � 4 ^bnPk PLANNING DIVISION- BUILDING PLAN APPROVAL Use: Y., D K Date:�'�.,� -,` � ••i • . � `l�•(. _ w d 1 F(C4 .• • t ' Vii. . •f• ,•!1 � /ri Y. _t z S so! S' aM• • � q ter.../•••..-.. .® f._ Y�� � .R .� s �J''. 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' °`8 `JAY 0 , itl b' 2' 00 wrw►.-a ,.;.^V Y-tr•iMV�CMM✓w••.�••.. .y�.•. �r .. • .. .. • ... .. .n•••'i :d60• •N � "� ~ 7U� \ _ \r_ 4� �•...' a tiry.••..,q•w. .•r4 .rw .... .. e+•• •.rh4 �1•}gw•1.•w m.r-. i 1 e foo - f t t f E r�• a O f i•rr4•nt Mr•y � � � i _w . rvj A* I -------------- S IN i., 14 S .. .. .. . � _ w�-•«.r ....ya..y.nl. ... .. p. ... w,,.r wsr rNuw•.•a.w• y.y..4ra.•y.. MFiwa.-.. a. ....wra•..s l.c.... .. ... ..0 ... .. .q. ....w,ws�n••Yr.a.•«r. MNwY/ V hM�oOwp{M/H �Y«N�r...�n. •'1.-M. 19U F U tot 4c IWWO. D ) I 677) e . .f. tv sT i �a ice• �. Y y�,_,f f ;ate•• � 4 ^bnPk FLOOR PLAN 2552 60. FT. SCALES i14"=1' -O" SHEET NOTES Q1 DOUBLE SINK W/ GARBAGE DISPOSAL 0 DISH WASHER W/ DRAIN TO DISPOSAL. PROVIDE AIR GAP. Q RANGE W/ HOOD ® REFRIGERATOR SPACE WITH COLD WATER STUB. Q FREEZER Q MICROWAVE Q DOUBLE OVEN ® EATING BAR 0 PANTRY TRASH COMPACTOR Ii FACE FRAME LiNEN CABINET W/ SHELVES. i2 WASHING SPACE. PROVIDE RECESSED HOT, COLD WATER STUB a WASTE LiNE. 13 DRYER EXHAUST DUCTS SHALL BE EQUIPPED WITH A BACK DRAFT -DAMPER. .THE LENGTH SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL' LENGTH OF 14'-O". 14 22"x30" ATTIC ACCESS .THE ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A CORRIDOR, HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. THIRTY -INCH -MINIMUM UNOBSTRUCTED HEADROOM iN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. 15 LAUNDRY SINK R 5'-0" TUB a SHOWER W/ SAFTEY GLASS ENCLOSURE W/ TOWEL BAR AND WAINSCOT. IF-11SHOWER. INSTALL CEMENT -FIBER BOARD BACKING TO A HEIGHT OF Ml. '1'-O" ABOVE DRAIN INLET BEHIND ALL CERAMIC TILE FINISH IN THE SHOWER. IS JACUZZI TUB 19 MEDICINE CABINET 20 MIRROR FRAMELESS 21 WATER HEATER WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL'DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE ATPOINTSWITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD, A MINIMUM DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. WATER HEATER OPENINGS SHALL BE LOCATED 50 THAT ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE APPLIANCE ENCLOSURE AND ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED COMBUSTION AiR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE LEAST DIMENSION. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.C. 22 CLOSET W/ SHELF 4 POLE 23 ONE HOUR FIREWALL ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE W/ ONE HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING ARE A PART OF THIS ASSEMBLY. USE 5/8" TYPE 'X' GYP. BD. 24 13/8" THICK SOLID CORE WOOD DOOR W/CLOSER 25 ENTERTAINMENT CENTER 26 BOOK SHELF'S 27 GAS FIREPLACE W/ HEARTH INSTALL PER MFGR. INSTALLATION. FACTORY -BUILT FIREPLACES SHALL BE PERMANENTLY EQUIPPED WITH AN EPA CERTIFIED INSERT OR SHALL BE PERMANENTLY LABELED SHOWING IT MEETS EPA EMISSION LIMITS. HEARTH EXTENSIONS PER MFRG. INSTALLATION INSTRUCTIONS. 28 WOOD STOVE W/HEARTH INSTALL PER MFGR. INSTALLATION. WOOD STOVES SHALL BE EPA CERTIFIED HEARTH EXTENSIONS PER MFRG. INSTALLATION INSTRUCTIONS. GENERAL NOTES I. ALL EXTERIOR HEADERS SHALL BE 4x12 D.F. $2 UAN. 2. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. 3. ALL WINDOWS SHALL BE DUAL GLAZED 4. AN INSULATION CERTIFICATION FORM CF -6R IS REQUIRED TO BE POSTED AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED. 6. ALL JOINTS AND PENETRATIONS 1N EXTERIOR WALLSJ=LOOR, AND CEILINGS SHALL BE CAULKED AND SEALED 1. SHOWER HEADS AND FAUCETS SHALL BE CERTIFIED BY C.E.0 S. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE C.E.G. 9. ALL GAS APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. 10. INSULATE ALL DUCTWORK 1N UNCONDITIONED SPACE, R-42 MINIMUM 11. DUCTS SHALL BE -CONSTRUCTED, INSTALLED, AND INSULATED PER U.M.C. 12. ALL HOT WATER LINES WITHIN 5`-0" OF WATER HEATER (IN UNCONDITIONED SPACE) SHALL 8E INSULATED WITH R-4 INSULATION. 13. EXTERIOR WiNDOWS AND DOORS WITH GLAZING SHALL HAVE A PERMANENT NFRC LEVELS, ATTACHED, U -VALUES OF DOORS OR WiNDOWS SHALL MEET THE TITLE 24 CALCULATIONS. 14- TITLE 24 INSTALLATION CERTIFICATION FORM CF -6R SHALL BE POSTED AT THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THIS 16 IN ADDITION TO THE INSULATION CERTIFICATE. 15. PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER 16. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. i"1. IT 15 THE OWNERS / CONTRACTORS RESPONSIBILITY TO VERIFY THAT THIS PROJECT CONFORMS WITH CC 3 R'S (COVENANTS, CONDITIONS 3 RESTRICTIONS) OF THE SUBDIVISION AND OR APPROVAL OF THE PROPERTY OWNERS ASSOCIATION. 18. PROVIDE PRESSURE -ABSORBING DEVICES (AIR CHAMBERS OR APPROVED MECHANICAL DEVICES) ON ALL BUILDING. WATER SUPPLIES WITH QUICK ACTING VALVES. IA. PROPANE TANK SHALL BE LOCATED TEN FEET FROM ANY STRUCTURE, PROPERTY LINE, POWER LINE, OR ANY OTHER SOURCE OF IGNITION. 20. VENT PIPING: THE TOTAL AGGREGATE CROSS-SECTIONAL AREA OF THE VENT SHALL BE NOT LESS THAN THE INSTALLED BUILDING SEWER LINE. FOR A 3" DRAiN LiNE-1.07 SQ. INCHES AND FOR A 4" DRAIN LINE -12.51 INCHES. 0 M CV O O oM. , LL Eo . Q C> 1 w V - � : Z CC Jnr F' 3 Z �' Z U.O u- a 0 > o m J j Q v o a cn w a i c o0 - sv oto ui O U_ O oar_ 0 of a: O O , LL i . Q 1 w V - � s Z CC Jnr F' 3 Z 0 Z 0 of a: O O LL o JCC . Q w V w 0 Z CC m Z 0 Z U.O a m J j Q v w a i P. - sv ui O U_ O oar_ 0 Designs JSP Checkeds JMR Dates 1-31-02 Job No. 76W Sheets A--1 of a: O LL o JCC . Q w V w 0 Z CC Z 0 Z U.O J j Q v w a i P. - ui O U_ oar_ O Designs JSP Checkeds JMR Dates 1-31-02 Job No. 76W Sheets A--1