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018-040-001
011-710-001 PERMIT#' EDELMAN, Sam 8 Falcons Pointe Dr., Ch: New Singl Fa�mmily 011-71-0-001 00.1684 EDELMAN, SAM ��n 8 FALCON POINT RD., 1 0 CONTR:CARF.FREEPOOLS POOL, MP8502-97 f i� NOTES , RESIDENTIAL • - 011-71-0-001 00-1684 PERMIT NO. EDEL-MAN, SAM_ - 8 FALCON POINT RD., CHICO CONTR: CARE FREE POOLS POOL, MP#502-97 ?X21 o f U,a EllA • i 1� k i t SPECIAL CONDITIONS t CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' JOB FINALED (Date) Signature .r^ ,f t r k i t SPECIAL CONDITIONS t CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' JOB FINALED (Date) Signature .r^ /= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date • - MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L It. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: 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 Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 y- 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-Rttrs-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 X, Date Card B-1 Date FI L (Plans) OK except #'s Se ac s' Easements o' , Compaction -Structure Stability ool Structure; Steel -Connections -Thickness Dead Men -Lining 4. 11 c.; Receptacles and Lighting, Distance-GFI Elec.; Pool Lighting; 15 Volts-GFI 2/Elec.; Enclosures; Conduit Entries -Terminals -Listed j,-,Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8 lec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. B xes-Enclosures-Panelboards-Ins. to Main in Conduit Health Department Approval 10. PIu , ir. Test -Water Supply Test .Light Niche l� Date 7,70 Card B•1 Date Card B-1 Date r3 9J Card B-1 Date Card B-1 /, la un V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL,(; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes 13 No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit 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 Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) . 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -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 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 O Yes 82. Following Instld./Drive J Yes J No/Walks ] Yes ] No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. 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: A COUNTY OF-iSUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES V; 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 s� CORRECTION NOTICE OWNER IPERMIT NO. A routine inspecticn indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date ` `v Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, C'aliforni-a 95965 • Telephone (530) 538 -7541 -PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT M11 `-�� � ASSESSOR PARCEL NUIJF�R, _710-001 WSJAM ZONING BUILDING PERMIT OWNER EDELMAN TELEPHONE 80. FT. OCC. BUILDING VALUATION OWNERS MAILING ADTEtALCON PT RD, CHICO CONTRACTOR'S NAME CARE FREE POOLS TELEPHONE CONTRACTORS MAIUNPtFDtUX 8689 CHICO 95937 u u CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filen Fee $ 20.00 Permit Fee $ 1R9 nn ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS SAME Energy Plan Checking Fee $ $ PERMIT FEE S 2 LOT NO. 1 SUBDIVISION'S NAME PARCEL MAP 126-89 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [k Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER #502-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 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 .n full force and effect. t{�� q License Class Lic. No. sfICO a OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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' c�° pensation insurance carrier and policy number are: Carrier 4QS-CQ &10 Policy Number (!.4 ICIQQI 92 O0� (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �� Date 7 Signature of Applicant - ❑ Owner C -Contractor ❑ Age An OSHA permit is required for excavations over 60" deep and demolition or construction�� of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. OWELUNG OCCUP. s0 OR ADDNS. ( a ACC. BLD S. 3.5¢FT. NOON -REBID ONST,MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE our. CIR. Ex, OCCU OUTLET OR FIXTURES BA0 O 1.0 0 Ex. Occup. CUnEEDrsA PM.)OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 POOL ELEC 30.00 PERMIT FEE $ 50,00 MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee -$ Occ CONST. TYPE FEE $ AZ. D. FEES IMP X FLOOD COF PARCEL X PO HD X ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic d b forhich fees have been paid. /� 0 3 By 06 �' Dede PERMIT EXPIRES ON I Date ReceiptNo. 295006/$317.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Orive - Oroville, California 95965 - Ttalephrne ;5.3t)► 578.75.41 PERMI aR� • APPLI•CAMN AND PERMIT '��► r;-S9essOgMRLNU%40Mp -716-60 1 1LWI BUILDING PERMIT 7wNEA9 wuuw.00ae8 - SO F- i GCC. BUILDING —.. - -- C/; VALUATION cw` :OMMCTOR'9 NAS / NE :oNTI{ACTOR"S NNA/NO AooWN PO C 1 1sF CONSTRUCTION U000611 Fireplace LINDors VARJ o ADORIM ![/ Total Valuation A=HMCT OR EJ MMM g �c�� �U ucer+s "°' Filin Fee i 20. Permit Fee AACWMCT OR eNosaas WASO AOoaesa Plan Checking Fee S a"L0-JOA00 Energy Plan Checking Fee S S PERMIT FEE _ LOT No. I suawm9 sNArs I PLUMBING PERMIT Fling Fee 20..: Each Trap 7.00 USEOFSTRUCTURE SF Ci --"p ❑ Mobifehome ❑ Other ~ Solar or heat pump water heater 23.00 Water piping 15.00 ,(/p Each ae water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utiit;es ❑ Inetlnllattioon ❑ Other ❑ Pte/`Describe Work: vol df 72 �G 2 7 �j ,2 - 12 Gas piping system 1 - 5 outteb 15.00 Buildingsewer 15.00 W bile Home i S ! GI W @20.00 PERMIT FEE _qa ELECTRICAL PERMIT Filing Feel 20.0 ums Main Service an LESS 23.00 T J . I Main Service Zoo^ To Ioo-A 48.00 NEW COWT. owalua Occup. 3.5 so. OR ADONS. 6 ACC. s1DS. FT. NM CONST*I YU17F0trT1.Er NON.RESIO. @7. S0 P,0IJOIE APPAAATUS i 8. O CR. EX. Occu ouner oil Fwr-"Es 001 aAL 30 F.X. OCCU o7ti% ESIO. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 oCW C `70. !u PERMIT FEE! S ' , MECHANICAL PERMIT Fling Fee 20.0( Heating' Cooling Hood 8.So Ventilation PERMIT FEPE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST rVPC TO FEE $ .u2. O�ftl1l Ili/ /1000 COb p EL pp QtUE This permits hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON v'��:.,�;"�isti3�l�ti++R.:"'G`"`'"��G`"��r�►iY�+'s+.pig.�trti-'ij��,��`{iPlt�'eat,.;,�'�iti...{�•�'�4�}n'�.-.1�'L;�� .;:.^�. a CPUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ? TCOUNT <' CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: ASSESSORPARCEL IUMBER: QG Proposed Building se: GGC, Building Inspector: Date` - • l',6J At time of permit appticahon, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All iiems have bees submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, -/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- --, �• ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Hom• data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------- ,011. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑VSarutatjon / elevation ce~tificate. ---------------------------------------------------------------------------------------- and ploy plan approval O Health Department. -------=----------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's licensa information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ------------------------------------------ �- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- El 24. Letter of signature authorization.-------------------------------------------------------------------------------- -pry ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------- 1126. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: Wwh ri you issue the (pk roces, as follows 11 Mail to owner, ❑Mail to contractor. Telephone 3 7 �/ r4 and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: AF % 4/1UC't ) Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent 11 Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application br the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: 5 Date: -- Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll.....!'•...... Th.....�_.,.,._�..rr�--•-�------.c,_.__ ,-. .. ._. . o, k, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Pian Attached z alga Floor Plan A ch Sant to B.D. ! -SE5ZAM2 - P FA -MV Z�>� A.,-- I � - 7/6 - Q -OZ Owner Location AP# Plan Approved for: Sewage Disposal Nater Supply: Public Private Well Clearance for dwelling. Other Hold final for: ` Final clearance O.K. for: NOTE: Environmental Health'�pecialist 8/96 '. -2 /,: �:: ". Date B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1684 Expiration Date: 8-3-01 A.P. # 011-710-001 SA�i�DEL�AN 8 F CO PTD HICO With reiereiice to tie a. ove su�ijec0t, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ J A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. Y,Qyrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: CARE FREE POOLS Chico Office - 411 Main Street, Chico / 891-2751 r` t�RESIDENTIA C 011-710-001, PERMIT#97-1729 EDELMAN, Sam PERMIT NC 8 Falcons Pointe Dr., Chico New Single Family 4M1 PERMIT EX OWNER CONTR. i ASSESSOR PARCEL LOCATI ON--- Y-`A, is d.. ' G t—iL.� s� OFFICE COPY Address i ! GAS Meter By Dat ZS ELECTRIC Meter By Date Temp. Power Pole �- Called PG&E a Temp. Elec. Service r. Y Called PG&E tTemp. Gas Service i Called PG&E J _/ j JOB FINALED (Date) Signature p , P' V=OK O = Not OKNot > '=NotRepaldyble MOBILE HOMES Date MOBILE HOME UTIU71ES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Seaver Location -Test -Fell -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; L,ocation,Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location•Test•Wrap; / MIL ` / /Nat or/ /`L tL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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; Shn-Spacing-Marriage Line 3. Gas; MH Test-0emarKWahe-Connect0r 4. Electricity; MH Test-CrossoversBreakers-Clearances 5. Drain; MH Test -Fall -Rex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval ' 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: LJ nse Decal Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS;•COVERS, CARPOATs, GES (Plans) OK except #.'s n ss 1.' lotungRaquv mentsSelbecks-Easements 2..Footings;.$oilsSize-Deptti•SpecirtgCon mwro-steeI 3. Decks; Girders and/or Joists4)ecking-BracingStairs-Rails 4: W&W,Awn ; Posts-Beams-Rftm.-Carvw)ctors Shthg.-Rfg.-Bracing 5 Alum. A*n.; Columns-CoinnectionsSplice-0ecal-Enclosures 6. Carports; Windows -Door; 7. Electric 8. Frmg.; Sils-Anchom-Studs-Rftrs-Trusses 9. Siding; Nailing-VeneerStucco•Mesh 10. Roof; Shthg-Roofing 11. Ext; Stap&-Doon Lendings 12. Braced Wan. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel-Connecti6ns-Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distance -GR 5. Etec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Tenninalsd.isted 7. Elec.; Bonding; Metal w/5•Cirouiating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Endosures-Panelboards4ns. to Main in Conduit 9. Health Departrnent Approval 10. Plumb.; Cirr, Test -Water Supply Test 11. Light Nlche Date Card B-1 Date Card B-1 Date Card.B-t Date Card B-1 ✓ = OK 0= Not OK RESIDENTIAL - = Not Applicable = Not Ready Date WNDERFLOOR (Plans) OK except #'s gSetbacks-Easments-FI lope tg., Main; Soils-Elec / p Ftg. Depth Garage; Soils-Steel-Elec. Gmd/ t Ftg. Depth 4,-'Ftg. Porches & Decks; SoilsSteel-/ N Ftg. Depth .r6rStemwalls, Main; 'Steel-Blockouts- Wrapped Stent Ils; Garage; Steel-Blockouts-Wrapped 6"91d Downs and Special Anchors Test -2 Way,=Sewer Test UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ft. Water Pipe; Test -Anchors -Regulator -Service Test ,12' -Electric Underground __13!Pienums & Ducts; Clearance-MaterialSupport-Ins. .1_"irdersSills-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 j PLUMBING (Permit) OK except #'s Wer Htr; Vent -Access -Combustion Air Baffle 1 ter Pipe; Test & chor-Nail Protection JJR�D.W.V; Test Fittis & Anchor -Nail Protection Shower Pan; Yst, First Floor -Tub Access Z 1,estTub & Shower, Second Floor -Tub Access OF'. Gas Pipe; Sixe & Anchors Date Z5 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #s 10. 5k1ure & Transformer Clearance -Ins. Protection fzfec. Receptacles Spacing -tights & Switches at Doors Wr 5ke Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. equip. Ground made up w/Mech Fastners-Bond Gas & Water 0. Appliance Circuts in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga C or M-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / ga4Por -0ven Circ. / / ga Cu or AI ulated Neutral 0 Yes 0 No ;enrice-Riser Conductors & Ground -Main Disconect 32. p6uip. Clearances Panels -Motors -Meth. Epuip. CI s Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 OVAI Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft. Ducts Insulation & Support ent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Lumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date 2$ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s WA�s Proper Materials & Anchors V/WA1l tuds-Nailing Spacing & Braces -Plates -Sound Waring Walls over Girders & Floor Nailing It Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs W. Headers & Beams -Size & Bearing Ali (Single & Duplex) Date 4)/' Gfing, Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting.-Rfng. A/Firg6lace Ties or Type A Flue -Fireplace Throat clearance 0. c Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions . /4 arage Fire Protection Framing V. roperty Line Firewall & Openings U. �# Doors -One 3 -Check Garage 3rd Story, 2 Exits 5f! P on Roof Overhang -Attic Vents -Rafter Outriggers V. Xing -Nailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access !WXIOng Area -Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts race Interior /Exterior II Panels �, Y. Insulation -Walls -Ceilings 62. Infiltration-Walls-Windo s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date �L (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection edioom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 0; Fireplace or Stove, Clearance -Hearth 1. Elec. Outlets at Wood Panel, Int. & Ext. it. ' t. & Appliance; Ground. -Air Gap -Cooking Clearance ec. Outlets & Receticales at Kit. Counter Gara a Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper W . Htr; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor -Meth. Protection ,Plb., Elec. & Mech. Equip. Listed for Location 8. Elec. Receptacles in Garage G.F.I. -Romex Protection Insulation -Foam -Looked in Attic 8tf Guard rails & Deck Construction -Post Caps P( Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes Following Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No WStucco Brown -Finish Vo"A.C. Unit Disconnect, Electrical -Plumbing 85: Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House Glass Protection 90. orrectis fro Previous Inspections Gas 11116st-Metog Tagged, Gas -Electric 92. Ydter & Sewer Connected -C/0 to Grade -HD proval Energy Compliance Certificate -Other Certificates Date Card B-1 Lq Date Card B-1 Date 1,J ; yr{ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -" t �. �: - _ +rte• - :x . wl'+::-vl.i.�`v^"^T.i.ati v:....y .:../.s sirs r:.:. _ COUNTY OF BUTTE ` BUILDING DIVISION DEPAR a MENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER I PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Pleaser notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. it ✓i !c cs Al o J rle4— s/IfJR.d r ale �L"71Jr Q Ja 1r sv 11AJr,*,4 CeAri h "k -r - - Date I REV 10/92 Inspector Tr COUNTY OF BUTTE BUILDING DIVISION y+` DEPARTMENT OF DEVELOPMENT SERVICES - 411 Mein Street • Chico, CA • (530) 891-2751 ' 7 County Canter Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE r 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 completed. If you have any questions pertaining to this matter, or need additional explanation, ,. r: .y F rF �o 7* rti 1' �r Sys A11�i Date 9 Inspector pe REV 10/92 f `: COUNTY OF BUTTE BUILDING DIVISION `DEPARTMENT OF DEVELOPMENT SERVICES .j 411 Main Street, Chico, CA - (916) 891-2751 T 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicatez that the following violations of Butte County Ordinances exist at the above address and shoul'i be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office imrediately. DateInspector REV 10/92 • COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION f 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12'/96) APPLICATION AND PERMIT q1- I �Q� ASSESSOR PARCEL NUMBER 011-710-001 ZONING GPUD BUILDING PERMIT OWNER N SAM EDELMAN TELEPHONE SO. FT. OCC. BUILDING VALUATION 3,705.00 R-3 200 070.00 OWNERS MAILING ADDRESS 2581 CALIF PARK CHICO 1220 U 21 960.00 CONTRACTOR'S NAME Q UJ TELEPHONE 10 C 14 235.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'SMAILING ADDRESS ' Fireplace A 1,500.00 Total Valuation $ 237 765.00 ARCHITECT OR ENGINEER TOM HALL 891-1999 LICENSE NO. -Filing Fee . $ 20.00 Permit Fee $ 1122.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 3015 D MONTICELLO LN CHICO Plan Checking Fee $ 729.60 BUILDING ADDRESS 8 FALCONS POINTE DR Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1895.10 LOT NO. " SUBDIVISid0M FALCONS POINTE PARCEL MAP 126-89 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 1� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 112.0 Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SF 4 BEDROOMS W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 600V0 R LE ' Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( s ACC. BLDS. SO 3.5¢x: 172.3 NCONS9 ET rNr.RESID.T MULCTI.OU CLrrs @7.50 OWER APPARATUS 8 SINGLE OUTLET C1 R. EX. OCCu OUTLET OR FIXTURES 94L @' 50 Ex. Occup. ouTEiFrs REESSID.OEA 5.00 Temporary Service 23.00 .00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 25-00 Cooling Hood 6.50 Ventilation PERMIT FEE S 94.50 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 C a, and agree that if I should become subject to the workers' co n ati ifp sions of section 3700 of the Labor Code, I shall forthwith I h ovisions. X _ Date 8-1441 Sig ure of plicant - ❑Owner ❑Contractor Agent A OSHA rmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE VN TOTAL F $ 2495.95 H EES FLO CD C PD D -SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON -2-- T X76 Date Receipt No. 62 G rO c -,A= } 3/9S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION r County Center Drive - Oroville, California 95965 -Telephone (916) 538-7541 PER T NO. (Rev. 12/96) APPLICATION AND PERMIT _ l ASSESJOR PARCEL NUMBER 0 01 Z° D BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION U� (2--1 , OWNERS MAILING ADDRESS L 4- / �^ Li 9,0 V r C) 0 CONTRACTOR'S NAME TELEPHONE 9Q/ a9cl _ V q t+ /} I LA J l./ � • 0 lJ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1500 , Q LENDER'SMAILING ADDRESS ' Total Valuation $ I ARCHITECT OR ENGINEER X99 LICENSE NO. Filing Fee $ 20.00 Permit Fee �7 $ ARCHITECT OR ENGINEERS�MAIUNG ADDRESS 1�n -�-�_ /n1 nn __ r- � .� 5 �' e r � (vt(2�X Lo i C 6ZO Plan Checking Fee $ , BUILDING ADDRESS �yJJq cb h5 '( j� e�r Energy Plan Checking Fee $ a -3,0 � $ t CD PERMIT FEE $ tJ , LOT NO. S UBDNLS IONS NAME P PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF/X Duplex O Mobilehome ❑ Other SPECIFY Each Trap 7.00 1 Ia. UO Solar or heat pump water heater 23.00 Water piping 15.00 00 Each gas water heater or vent 15.00 SOD TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities O Installation ❑ Other O Describer Work: J r -B ed Q b Wr,\� w C r i Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE $ , ELECTRICAL PERMIT I Fling Fee 20.07T0 aoov oR LEs Main Service 2o0A OR LESS B 23.00 ° �V LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury 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 +000A 46.00 NEW CONST. ( DWELLING OCCUP. OR 3 5¢SSO. ;2-' J NEW co"S MuiCCGBLCCS NON-RESID. 97.50 POWER ARPARATLS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES �L@''O0 LI ® .SO Ex. Occup. oUTLEEDTS REM.OEA. 1 5.00 Temporary Service L 23.00 ID Mobile Home Facilities, 20.00 Misc. Wiring 23.00 PERMIT FEES 3 s WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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. O 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling I OS -66 a�.OD .00 !!,OD Hood 6.50 &,!S -D Ventilation D 66. Q Q - PERMIT FEE $ Policy Number (The above suctions need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heicyht. Mobile Home Installation Fee $ Energy Inspection Fee $ !� 3 - �ry� TOT L FE q `J D. FEES I� FL I pp D I ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date _ Dere Receipt No. � 0J p WHITE.O.D.S.-B D. CANARY- SSESSOR NK -INSPECTOR GOLDENROD -APPLICANT IM drCOI$DINO I ,QUESTED DY MELITY NA'TIOiJAL TITLE CU� And when recorded mail to: Building Division #7 County Center Drive O roville, Ca. 95965 BUTTE COUNTY RECORDER SERIAL NO. 97-046013 RECORDED AT THE REQUEST OF FIDELITY NATIONAL TITLE DATE RECORDED: December 4, 1997 TIME: 9:00 A.M. AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. property described herein is adjacent to land , or included within an- area 'zoned for agricultural .purposes, and residents of . property may be subject to inconveniences or discomfort from the. use .of agricultural chemicals. including, but not limitee4 herbicides, pesticides. and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivat° plowing, spraying, pruning, and harvesting which occasionally generate dust. smoke. noise, and odor. Butte County has establis agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: Date: V 3 ! State of California County of 3Urte- On 1013/157 before me, A0AJi Yi personally appeared :.�6tnu-e /n 615de1,n4n ra / j4'.!r ide`m4 ncrsoaal! known-Ee-mc (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to tE- within instrument and acknowledged to me that heAWthey executed the same in his/her/their authorized capacity(ics), ar, that by hisav r/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acte: executed the instrument. WITNESS my hand and official seal. LYNN M. NEWTON Signature A. P.# Commisslon # 1093263 -� Notary Pubec — CaJnomla Butte County Seal: My Comm. Expires Apr 27, 2000 DISCRIPTIONt 96-20292 ORDER NO. BU -152298 JS ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1-, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THF COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 CF MAPS, AT PAGES 89 THROUGH 92. THIS DEED IS MADE AND ACCEPTED :PON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THPT CERTAIN DECLARATION OF RESTRICTIONS RECORDED APRIL 19, 1993, UNDER BUTTE COUNTY RECORDEROS SERIAL NO. 93-15102, BUTTE CCUNTY, CALIFORNIA; ALL OF.WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. A NON-EXCLUSIVE EASEMENT FOR PUBLIC UTILITY PURPOSES INCLUDING WATER, SEWER, DRAINAGE, ELECTRIC, GAS AND COMMUNICATION FACILITIES, ALSO FOR PRIVATE ROAD, PRIVATE STORM DRAINAGE FACILITIES AND OTHER RELATED APPURTENANCES, OVER, UND&R AND ON LOT "C-, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1-, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGE(S) 69 THROUGH 92. A NON-EXCLUSIVE EASEMENT FOR CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING A COMMUNITY LEACHFIELU SYSTEM OVER, UNDER AND ON LOTS "A" AND "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. A NON-EXCLUSIVE OPEN SPACE EASEMENT TOGETHER WITH THE FREE AND UNLIMITED RIGHT OF ENJOYMENT THEREOF OVER LATS "E" AND "F", AS SHOWN ON THAT CERTAIN MAP ENTITLED, *FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. CONTINUED r� '��z. =r' gip,:•, �.q< ... .. ..._ ......�.,.�.�:; .,,:.� . 96-20292 ORDER NO. BU-152298 J8 PARCEL Vt I A NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, . RECONSTRUCTING, OPERATING AND MAINTAINING LANDSCAPING, LANDSCAPE IRRIGATION, FENCES, WALLS, AND RELATED LANDSCAPING FACILITIES OVER LOT "D", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT PAGES 89 THROUGH 92. ` l.d- . PARCEL VIt ''1J1••J A NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING A FIRE PROTECTION WELL AND APPURTENANCES THERETO OVER LOT "G", AS SHOWN ON THAT CERTAIN 'e %P ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS AT PAGES 89 THROUGH 92. !y'• PARCEL VII t A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND COMMON DRIVEWAY PURPOSES OVER LOT "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, AT ; a;,'•':,..;;;:..; PAGES 89 THROUGH 92. �.:,,.; _ i 1 �i END OF DOCUUM 1 �, • .. . COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 1 I OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 3 aA,-) Proposed Building Use PERMIT APPLICATION DATA SHEET Building Inspector A. P. No. O /l - 7 / 0 Cho 1 Date 31 j ILI- fl At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). P111. Mobilehome data and manufacturer's installation instructions, 2 sets. : Fees of $ 10(P3.35 . Impact fees as shown on attached schedule. . California Department of Forestry plan approval 13�Flood elevation letter (100 year flood ' by Califor neer. / -- � Sanitation and plot plan approval Health Department. V '%o/2 -/y 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking- - Land Development about Improvements (ODrainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). V24. . Certificate of Workmans Compensation Insurance. . Owner -Builder Verification (Given to owner , Mail to owner �. Recorded copy of Agricultural Acknowledgement Statement. 2D. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. Existing violations/expired permits.�� Plan check list. 33. a Ej 3a. sr- When you issue the permit, process as follows: Mail to,owner. Mail to contractor. Telephone and and hold for pickup at C Deliver with inspector. Other Date a —` ` -ff7 PPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application; plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yea rfrom the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 601647A„l LoT 1 �..lCaro Po�n7e Owner Location Plan Approved for: Sewage Disposal t/ Clearance for 4 bedroom home. Other Water Supply: Public E.H. USE ONLY .O Plat Plan AM.Wy*es `iter Phu Aftceaa Yrs Sent to B.D. �Oa,' AP# Private Well Hold final for: Fnv. /yehl�nvr�+d1 o��1 Final clearance O.K. for: NOTE: l E./ss /6-za-97 Environ en Health Specialist Date 8/92 v a w BUTTS COUNTY PARKS,DEV11OPNENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) 0 1 --� 10-061 Property Owner �� V% Project Location/AddressC'YLD Subdivision Lot .J��-k%C.tSYVJC Lot Number (s) I Residential Development: (check one) New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units I Comment: Building Department Representative Date Chco�Area Recreation and Park District(CARD) certifies that BOE _t AN Applicant Name) ZS8'I2. k-\31 (Street.Address) (f \-;-1 cjc, GA - (City) (State) ;-- S 9 7-1 Phone Number) .y -S'92& (Zip Code) .14-1 to Residential has _.complied with.the requirements of Butte Co. Resolution No. 90-140,.by payment for / dwelling units @ $1,189 for total payment of $ .d'e) 2ARDepresentaLtive PAID BY CHECK NO. � REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (Eorm revised 11/90) Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. �w r, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) u-ioor rians reviewed Dy acnooi Lnsinct rersonneu- District Identificatior. No. School District certifies that �%� C ! V Vit 1, (Applicant) (Street Address) Y , (Phone Number) i 01G%k- X12 (City) (State) (Zip Code) has complied with the requirements of Resolution No. t� by payment of $ I� representing square feet. RT29115 $ mU'MITIGATION $ School District Representative Date Paid by Check # ✓� Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is .'f 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. *44 White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm School District �A�1/1 1 1^� Building Department No. A.P. Number Q •, • Q� Jurisdiction: city County "" �► F 11-n Property Owner a Yv-% u V" Property Location/Acdress a Subdivision La`/ ,� �C�� "�` �tf Lot No. ' -3-70 Residential Development ETJ Sq. Footage 5 u No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date u-ioor rians reviewed Dy acnooi Lnsinct rersonneu- District Identificatior. No. School District certifies that �%� C ! V Vit 1, (Applicant) (Street Address) Y , (Phone Number) i 01G%k- X12 (City) (State) (Zip Code) has complied with the requirements of Resolution No. t� by payment of $ I� representing square feet. RT29115 $ mU'MITIGATION $ School District Representative Date Paid by Check # ✓� Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is .'f 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. *44 White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm ttr lei r. 'r ". COUNTY OF BUTTE DEPARTMENT OF DEVELOP NT 9E VICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER { -PROPOSED BUILDING USE f2- 3 A -TT, U DATE REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ �� -� -- Additional Fees Due ........... $ -- Additional Fees Due ......... $ �j -- Revised Plan Checking Fee ...... $ 9 2 SCHOOL DISTRICT FEES / � ,�� �� „ n 0� (paid at District Office) ] ✓ ;� U o o � / 3 SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = Units Commercial (sq.ft.)... x($0.03 = $� . 17 f Sq. Ft. v "4.AN AREA FEES (paid at Building Division) i Residential (per unit) . x = $�(o Q_. 00 �,o ,Q 5.b. #Units Amt. CoMcial (sq.ft.) .. x =$ Sq.Ft. Amt. RECREATION DISTRICT FEES , U (paid at District Office) 1 d. THERMALITO DRAINAGE DISTRICT FEES 5425.00 (paid at Building Division) . SRA FIRE P6.PECTION AND' PL N C /HEC � S89udv►> 15 S 3. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 87 0 . �s0 (jai=iilding�Dlisio�C—: 10. OTHER T' 11 At time :)f permit application, I was building. permit. These fees�T-hy be APPLICANT iginal-Own o Copy�-Buil.rding Div. ,C the above fees are required to be*aid prio issuaAt'e of e'er during the plan checkin oc e!�1/ DATE`-��{'�� J� (Rev. 12/96) August 9,1997 T0: Butte County Building Dept. Chico Municipal Bldg. Chico, Ca. RE: Edelman Residence Lot 1 Falcon Pt. Rd. Chico, Ca. Tom C. Hall is hereby authorized to act as our agent representing us in all matters regarding the permit process in our new proposed residence on Lot 1', Falcon Pt. Rd. Chico, Ca. Sin , Sam Edelman Carol Edelman SUPPLEMENTAL PLAN CHECK. LIST Permit Applicant: Sam Edelman Date: 9/9/97 Permit #97-1729 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Provide special inspection as indicated on the attached Special Inspection Policy sheet. Provide the name of the special inspector you intend to use. The special inspector must be approved by the Butte County Building Department prior to the building permit being issued. . SES ATT-AC-4EP L �TTQZ Verify that all studs meet the requirements of Table 23 -I -R-3 of the Uniform Building Code. In articular check the height and spacing of the studs in the living room area. P g P g g Regarding structural calculations by North Star Engineering: Integrate conventional and engineered lateral load resisting systems. Indicate allocation of tributary areas and loads so that all loading is accounted for. It is stated on page 2, of the calcs, that Lines�B;,�andKobe omply w/UBC 2326. As braced wall lines, per the UBC, this does not appear the case (distances from the end of line > 8' or o/s > 4'). Please justify this statement if, it is to be used in the integrated approach. SEE FLAill 7.2 0 moment frames shown on page 4 of the calcs, revise the calculations to account for gravity loads in addition to lateral loads. Revise design and plans as necessary to*account for this situation. Provide complete design for frame connections (welds, bolts, etc.). Fully detail and label connections. It is not obvious on current plans where welds apply and their extent.. Please clarify. 3.3) Please explain how load distributions (W1 & W2) where obtained for the footing on page 8 of the calculations. Can you supply a reference for the engineering used? �o O. K . PEIZ P RoN E_ G,A Lt, w/ GCO P_raC_ ON 17/z_' /Vq7 PERMIT APPLICANT EDELMAN, SAM ASSESSOR PARCEL N0. 011-7107001 PERMIT NO. 97-1729 DATE 9/2/97 ALL DIMENSIONS ON FLOOR PLAN MUST BE LEGIBLE. YOUR ENGINEER MUST APPROVE THE TRUSSES FOR THE JOB. s E 7 E;_2 ,3t THE NOTE ON TRUSS T-28.REFERS TO AN ENGINEER. PLEASE ADDRESS THIS NOTE.. ; E 4_rAGH-tD LC T'TE;2 QCT V� PLEASE PROVIDE. CALCULATIONS ON -THE GARAGE DOOR.HEADERS CONSIDERING - POINT LOADS.FROM GIRDER TRUSSES... If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:OOp.m. and 4:00 p.m., Monday through Thursday. CC: SAM EDELMAN. JEFF RICHELIEU' NorthStar ENGINEERING Civil Engineers - Planners • Surveyors Special Inspection The owner shall employ a special inspector for the welding required to attach the tube steel column to the top plate that will be bolted to the beam located at the porch near the family room. The inspector shall inspect the 1/4" fillet welds as shown on details. The inspection does not have to be continuous, and can be made after the welding is completed. The special inspection of the welds shall be performed by Applied Testing of Chico, California. The inspector shall comply with the attached "Special Inspection Policy" sheet provided by the Butte County Building Department. Special inspector shall submit reports to the Building Division stating that all items requiring special inspection were fulfilled. Final report is to be submitted and approved prior to final inspection of the building. r"V� IyA4M. RICFt Co5 90 i S'T CIVIL `�ti� OF CALIi—v 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX -893-2113 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Edelman residence located at Lot 1 Falcon's Point, Chico as provided by Longfellow Lumber Company Inc. The purpose of my review was to insure that the Truss Designer used the proper live load per the 1991 UBC and dead load per plan in the design of the trusses. According to the numbers on the truss calculations, the Truss Designer has used the proper live load and dead load for the design of the trusses. We did not verify the structural: design of the individual trusses. We did not review and are not responsible for the proper dimensions of the truss with respect to the floorplan•, the layout of the trusses with respect to the roof framing plan, or the truss framing configuration. (i.e. location, of girder trusses, individual loads applied to the trusses). The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, P.E. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX -893-2113 Q�yOFESSIO/yAC N1. Rlc � ti4v C 053590 CIVIL OF C O� _) L A N U car NAI URAL WEALTH AND BEAUTY BUILDING DIVISION Sam Edelman DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 2581 California Park TELEPHONE: (916) 538-7541 Chico, CA FAX: (916) 538-2140 Re: Single Family Residence Date: 9/9/97 A.P. No. 011-710-001 Permit #97-1729 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Regubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerel George R. Kellogg Plan Check Engine/e/. cc: Jeffrey Richelieu Northstar Engineering 20 Declaration Drive Chico, CA 95973 .r SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Sam Edelman Date: 9/9/97 Permit #97-1729 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Provide special inspection as indicated on the attached Special Inspection Policy sheet. Provide the name of the special inspector you intend to use. The special inspector must be approved by the Butte County Building Department prior to the building permit being issued. Verify that all studs meet the requirements of Table 23-1-R-3 of the Uniform Building /Code. In particular check the height and spacing of the studs in the living room area. 3! Regarding structural calculations by North Star Engineering: C 3 ntegrate conventional and engineered lateral load resisting systems. Indicate allocation of tributary areas and loads so that all loading is accounted for. It- is stated on page 2, of the calcs, that Lines.�, D G and H comply w/UBC 2326. As braced wall lines, per the UBC, this does not appear to be the case (distances from the end of line > 8' or o/s > 4'). Please justify this statement if it is to be used in the integrated approach. �Foroment frames shown on page 4 of the calcs, revise the calculations to account for gravity loads in addition to lateral loads. Revise design and plans as necessary to account for this situation. Provide complete design for frame connections (welds, bolts, etc.). Fully detail and label connections. It is not obvious on current plans where welds apply and their extent._ Please clarify. Please explain how load distributions (W1 & W2) where obtained for the footing on page 8 of the calculations. Can you supply a reference for the engineering used? " is- P L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 SAM EDELMAN 2581 CALIFORNIA PARK CHICO, CA 95926 Re: BUILDING PERMIT APPLICATION A.P.# 011-710-001 # 97-1729 With reference to the above subject, attached is: [XI Plan Check List [ } Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X4 Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other ShouldIr you have any questions, please contact this office at the address or phone number listed above. Sincerely, LINDA SEXTON PERMIT APPLICANT EDELMAN, SAM ASSESSOR PARCEL NO. 011-710-001 PERMIT NO. 97 -1729 - DATE 9/2/97 4Y ALL DIMENSIONS ON FLOOR PLAN MUST BE LEGIBLE. 0: YOUR .NGINEER MUST APPROVE THE TRUSSES FOR THE JOB. THE NOTE ON TRUSS T-28 REFERS TO AN ENGINEER. PLEASE ADDRESS THIS NOTE.. t4" PLEASE PRO VIDE CALCULATIONS.ON-THE GARAGE DOOR HEADERS CONSIDERING - POINT LOADS FROM GIRDER TRUSSES. If you wish to discuss any, requirements, you may contact me at (916) 538-7541 between 1:O0p.m. and 4:00 p.m., Monday through Thursday. CC: SAM EDELMAN JEFF RICHELIEU LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. . Ylrpc,c� c5 � OWNERSEM �n A.P. NAME: f i n*t � L �� NUMBER: 0 PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: �V�% FLOOD ZONE:/ iC FLOOD MAP: / Z 5 Q APPROVED: CONDITIONALLY APPROVED:y RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP Le'- DEED /DEED INFORMATION: w DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO. LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR.DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: j .4c cu Ns Pol—r-&' 16211 4s W- �t DATE OF RECORDING Q -1-A 13 . Mf q3 LOT f' BOOK Z G PAGE A2— COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES /'V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road,S 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. _ 5. Maintain a- ft. leachfield setback from � � y 6. Pay water tender fees in the amount of $ to Battalion Number 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. of the Butte County Fire Department. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless .a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak. trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated .in the Oroville Area Traffic Mitigation Fee Agreement. Pbyment to be made to the PAwvift Digisian. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. °AI41N3Wd013A30 ON1/1 3111718 30 AiNf100 ®3/13338 LD 7/96 C:\WP51 TORMS.K\BLDGPERM.CLR s . RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ��(�,('�-yam �1 BUII.DINGP ER:� PLAN CHECKER:A. P. NUMBER: // 7/0 -00/ C:ENFRAi.: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. OT PLANO Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). B Lights, switches, receptacles, and exterior receptacles for maintenanceof mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section .1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. T DETAII. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2 Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. , ,.4' Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. ,-6' Floor construction details complete enough to construct building. 4' Elevations and wall construction details complete enough to construct building. ,,4r'o* Roof construction details complete enough to construct building. ---9' Rafter ties or bearing ridge beam. ,4e— Fireplace construction details and calc..if necessary. J4: Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. I5. Special Inspection requirements. -115'7 Header size. Ga�'Sheetrock nailing inspection required? July 1996 3.2 WSCELLA_NEOUS ITEMS TO LOOK OUT FOR - Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). . Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. ashing at all exterior openings. C.D.F. responsible area requirements. s � � July 1996 3.3 NORTHSTAR ENGINEERING 20 Declaration Drive Chico,.CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL `CAIILCULLATIONS q PROJECT �D �i L M �Iy Ci`7 I D N �.� JOB NO. LOCATION L.0_r I EA LGo I J IS f �I LJ T DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction; 9th Edition ACI, Manual of Concrete Practice, 1988 Edition. AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'.m 1500 psi Mortar: f'c = 1800 psi, Type,"S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40:for #4 and smaller A-615 Grade 60for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 -Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade:A Wood Connectors: Simpson Strong-Tie.or equal. Wood: Light -Framing: Const Grade Douglas Fir. Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A."Rated Sheathing,. Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load psf Floor Live Load:—psf Seismic Zone Wind Speed: mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing 20d psf ARE SPECIAL INSPECTIONS REQUIRED ? 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. Verification of the soil conditions at the project site to determine the expansion.index or bearing capacity is by others. Page1 of I (p C! BY: imp - DATE: 5/9 7 JOB NO: O I PAGE 2 OF PAV-7AL- FA � 1 I l -Y C:,-fP-AV I T( Iz ooh Nmt hStar Em - ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 1 -L G_�t -�-; -- Z, o 1, L, - BY: -J ' �rthStar 20 DECLARATION DRIVE DATE: ;Icl7 CHICO, CALIFORNIA 95973 JOB NO: �o� 9 ENGINEERING 916-893-1600 PAGE 3 OF Civil Engineers *Planners *Surveyors FAX 916-893-2113 MEN [NSV 11 M �o A, �1 I `f^ — � -1--- 0 G O s, I ; BY: i M F— DATE: SI cl 7 JOB NO: Gj QI Cl PAGE + OF NorthStar ria--�-��-•���•-=-�P:�, ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 V- -1380 4e 4- Z �_ 3 I� F �4r G �G 1�1.A7 f --f RISA -2D (R) Version 3.03 NorthStar Engineering Job 20 Declaration Drive Page Chcico, CA 95973 Daae o EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Units Option :.US Standard AISC Code Checks 9th Edition ASD Shear Deformation: No P -Delta Effects No Redesign No Edge Forces No A.S.I.F. 1.333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation :Temp. ----------- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K=ft/r) ---' - (F) - 1 0.00 0.00 1 1 1 0.00 2 0.00 9.00 1 0.00 3 12.00 9.00. 1 0.00 4 12.00 0.00 1 1 1 0.00 5 24.00 9.00 1 0.00 6 24.00 0.00. 1 1 1 0.00 -----------------------_---- Material ------------------------------------------------- Elastic Poisson's Thermal Weight Yield Stress Label Modulus: Ratio Coefficient Density (Fy) -------------- -(Ksi)----------------------- (F) -------- (K/ft3)------ (Ksi)---- STEEL 30000.00 0.30000 0.65000 0.489 36.000 ---------------------------- Section ---------------------------------------------=-- Database: Matl. Area Moment of As y/y Label Shape Set Inertia Coef ---------------------------------------(in"2)------ --- (in."4)----------------- COL1 TU6X6X4 STEEL 5.59 30.300 1.20 BM1 TU10X6X4 STEEL 7.59 103..000 1.20' I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ---------------------------------=--------------------(in)----(in)------(ft) 1 1 - 2, COLI 9.00 2 3 - 4 COL1 9:.00 3 5 - 6 COL1 9.00 4 2 - 3 BM1 12.00 5 3 _- 5 BM1 12.00 RISA -2D (R) Version 3.03 NorthStar Engineering Job 20 Declaration Drive Page to Chc1co, CA 95973 Date `�5I9-7 EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS - ----=----------------------------------------------------------------=----- ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs NO Node Node Lb -in Lb -out Lc In Out Cm Cb --------------------- (ft)-- --- (ft) ----- (ft) ---------------------------- 1 1 - 2 2 3 - 4 3 5 - 6 4 2 - 3 5 3 - 5 BLC Basic. Load Case Load Totals No. Description Nodal Point Dist. 1 'LATERAL 1 Nodal'Loads,.BLC 1: LATERAL - ------------------------------=------------------------------------------- Node Number Global X Global Y Moment -------------------------- (K)- ------------------ (K) ------------------- (K -ft) --- 2 5.300 0.000 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No: Description Dir Fac Fac. Fac Fac Fac Fac DYNA S V ------------------------------------------ ------------------------------------ 1 LATERAL Y -1: 1 ' 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only.. Acceleration of Gravity 32.20 ft/sec**2 Load Combination is 1 LATERAL Nodal Displacements ----------------------------- -------------- -------------------------------- Node Global X Global Y Rotation ---------------------(in)--------------=--(in)----------------(rad)--------- 1 0.0000.0 .0.00000 0.00000 2 0.20588 -0.00016 0.00000 3 0.2.0365;. -0.00025 0:00000 4 0.00000 0.000;00 0.00000 5 0.20254 -0.00016 0.00000 6 0.00000 0.00000 0:00000 RISA -2D (R) Version 3.03 Job NorthStar Engineering -1 20 Declaration Drive Page Chcico, CA 95973 Date. EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS Load Combination is 1 LATERAL Member End;Forces Nodes _________= I -End =_--______ _________= J-End No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)=-------(K)------(K-ft)-- 1 1- 2 0.33 1.78 8.02 70.16 -1.78 8.02 2 3- 4 0.31 1:76. 7.94 -0.48 -1.76 7.94 3 5- 6 0.16. 1.75 7.89 -0.33 -1.75 7.89 4 2- 3 3.52 0.16 0.32 ;'-3.52 0.15 -0.30 5 3- 5 1.75 0.15 0.30 71.75 0.16 -0.32 Load Combination is 1 LATERAL AISC Code Checks --------------------=-----------------=---------------------- Nodes Member.Quarter Points. --------------- No I J; Maximum 0 1/4 1/2 3/4 L Shear 1 1- 2 0.4043 0.4043 0.2033 0.0023 0.2025 0.4026 0.0413 2 3-. 4 0.4014. 0.3997 0.2017 0.0037 .0.2026 0.4014 0.0408 3 5- 61 0.3978 0.3961 .0.1992 0.0023 0.2000.. 0.3978 0.0406 4 2- 3: :0.0339 0.0339. 0.0270 0.0299 0.0272 0.0336 0.0022 5 3- 5 0.0208 0.0204 0.0141 0.0168 0.0139 0.0208 0.0022 BY: J I'l 9 - DATE: S/ 17 JOB NO: &019 PAGE 8 OF NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 N G Foo . I IN Fd R STA gl IT)" t4 f 3 t-1 i. N. 1 NTP Li 10 ,I I�1� (sel1.33=2.2� F Iz 1lo I jIPF, FSG. F, = Z. .2.n_.r OT 1-1 = 8 K' �J I L -L 3�s l ^i" _f _ C Y -- of L i3 No..N�F-T LiPLIrT ►--1ILL.- Ec u Viz.: D C-� I -J TI �b 5T t I �.r : - To V I s T r' mAx = 8. o 3 -. x ------------- T = 0.01 1:33 C-.- K - �cv BY: in R DATE: JOB N0: �pQ PAGE OF bk*thStar P .1, ENGINEERING Civil Engineers, Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 i Kill 01 Fob , f I n�X AcT►1: Fo OT I �J G <5T _ i I J. BY: i m p-NwthStar q DATE: SI t JOB NO: 610 ENGINEERING PAGE /6) OF Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 I �.67._ .. 2�__Ca_17-t ► .2 K_ _-- : �-_ _ - ,_. Vw-Jwp = 013 Y - 40 8 K I ,- t e r = .4c 0.(4). * 14=.__2� m lK�� -_ _ i i , 4 C= - �_� ►_4'__( ol��)TJ �_ � L �l , �, D �B f�'� or`L; 2 ' ZX �_� GSI?_ _ �. 4� . _•_ � _ . , , , . f BY: Jm9— DATE: '519-1 JOB NO: (SC) I q PAGE 11 OF FkwthStar ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: J �l rL DATE: G; I o f JOB NO: 4:�,p I� PAGE I Z OF NwthStar MM. ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: J m DATE: 51 7 JOB NO: PAGE I ?] OF iv*�tvt,Y1i7,=R?'u::;5!,t�ti1;�i'aYk'h.9'n 1' �L:.tYS6ti Civil Engineers• Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 SMEAR WALL SCHEDULE =—)Z, SHEAR WALL Aj A2- Q3 ® Q5 Q 0 �s o, = ALLOWABLE m MIN FA N C 2 CD I`j Z:a a LOAD/FOOT 26O 380 490 550 ro40 Iro0 980 1080 .. I PLYWOOD 3/8I'' 3/811 . 3/8II .. 8'I /. /8II 3 3/8."CI)X 3/"CDX 3/811 STRUGT I . CDX, CDX :. CDX STRUGT I CDX BOTH 3:BOTH 3 BOTH 3 SIDES SIDES SIDES EDGE NAILING Sd C� ro �� ad 0 4 �� ad i BY: i m jz DATE: 45/17 JOB NO: 1 PAGE t v/ OF Nor�thStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 GaILGUL-AT10N FO(z. FAV- �HEAP4-JA1-L AGN D1�1� DET N..._�A A��T P Y F�Po(-T I Jc . NSR .=_ 47Z '2 I I . Z 12�' l26po -t- 1270 --loll tg 20 + 19R, _ lT X14'' 2 Io �8a� 1 1700 N A I (, PE��z 1go z RoR-T o272 �ttJKIZ. �q- -.I,a IZ2..:J.NAiL: S-UF,AR hJAL - LOAD/. FOT . :51L- NAf Lam. AIL ' Nc- GAPAl_TY .. BoI-.T.. _ ...'GAPAG I T Y. Ai 22 0 i/Z:� 3Col' .280 08o.73 4ia 16 4(122) = 4 4. (.841 ...-.moo. ® n A 4-o Ilo �.. 2 (I22� = 732. 7100 0 ZZ) -190 0 I oSo N. A, N o 314:co BY: J DATE: �j / �, . JOB NO: (pQ19 PAGE OF I� TYPE NmthStar ENGINEERING Civil Engineers Planners* Surveyors BRACED WALL SCHEDULE . DESCRIPTION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 A 1/2" GYPSUM WALLBOARD 4' WIDE ON STUDS SPACED @ 24" O.C. MAXIMUM. NAILED WITH DRYWALL SCREWS @ 7" O.C. TO ALL STUDS, TOP PLATE, AND SILL. ALL VERTICAL EDGES SHALL: BREAK ON A STUD. BLOCKING IS :NOT REQUIRED FOR HORIZONTAL EDGES UNLESS OTHERWISE NOTED. (GA P. = loo AB. "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED STAPLES, 1" CROWN X 1-1/4" LEG. CROWN SHALL BE IN LINE WITH FRAMING .MEMBER @ 3"/6" 0 C. WITH BLOCKING REQUIRED @ ALL EDGES. (SAP - 200 411 NOTE: FOR TYPEQA ANDQPANELS: NAIL SILL PLATE TO WOOD FLOOR WITH 4-16d PER 16". IF PANEL OCCURS ON: A SLAB FLOOR, ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. @ 4'-0" O.C. MAX SPACING: USE A 'MINIMUM OF TWO BOLTS PER PIECE WITH 1 BOLT LOCATED WITHIN .12" OF EACH END. NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT 17EL P'1 �� R I D�t�1G� JOB NO. LOCATION L -OT f A LGd N,::�> pc>I N 1 DATE 1-0- 19-7 CODES: Uniform Building Code, 1994 Edition RISC, Manual of Steel Construction, 9th.Edition ACI, Manual of Concrete.Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Q?,of SIpN4 Ric a C 053590 sT crvIL tip` \Tf of CALIFv Concrete: f'c = 2.500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and.larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts,,Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD., UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination Roof Live Load: 16�2 psf Seismic Zone : Floor Live Load: `I d psf Wind Speed: %6-j mph Exposure: g Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? N 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. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of -BY: imp - DATE: Mp- DATE: 9191 JOB N0: rpp I I PAGE - 2 OF '- thStar ENGINEERING Civil Engineers* Planners *Surveyors D 71 e, AC_q_b:2,2 9 H e�T� 1Z� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 Q' Z In BY: _in p DATE: G;/9 7 JOB NO: 9 PAGE 3 OF '14orthStar ENGINEERING Civil Engin eers -Planners -Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916'893-1600 FAX 916-893-2113 BY: J tj DATE: 9 Ict-7 JOB NO: (�� 19 PAGE LJ- OF 1!."?S4.'G.1i4i'Aue •$Y.fR„CAY+a:ehH=L . Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 r1 A X . D L z� �o_ o. F. --._v v. 5-7 lz,. S T C L _. � z -Al F,- .471< �d45 KSI i f • _ .. _•..._�—__.._._. _l.._—..ter _._ __..s.._.__.__ .. �._._—.._._,... � L___� _ I � E -'- T H� ori Gi�IA c7- n�X �tl.ol'i-� � T�;-�i�A� g•:� �+-� N UJ t ►J T _ !� .___.8;:_. I_I- I� �J H. iG H- �� NoTi . J i RISA -2D (R) Version 3.03 NorthStar Engineering Job 4::�' ,20 Declaration Drive Page .Chcico, CA 95973 Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects No Redesign : No Edge Forces : No A.S..I.F. . 1.333 ---------------------------------------------------------------------------- Node Database Matl. Area Moment of As y/y Boundary Conditions Shape No X-Coord Y-Coord X-dof Y-dof Rotation Temp ----------- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) . 1 0.00 0.00 1 1 1 0.0( 2 0.00 9.00 1 0.0( 3 12.00 9.00 1 0.0( 4 12.00 0.00 1 1 1 0.0( 5 24.00 9.00 1 0.0( 6 24.00. 0..00 1 1 1 0.0( -------------------------.--------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stres: Label Modulus Ratio Coefficient Density (Fy) ------- *------- (Ksi)------------------------ (F) --------- (K/ft3)----- -(Ksi)---- STEEL 30000.00 0.30000 0.65000 0.489 36.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------.-------------(in"2) --------- (in -4)-------------- COL1 TU8X6X4 STEEL 6.59 60.100 1.20 BM1 TU8X6X4 STEEL 6.59 60.100 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Lengti ------------------------------------------------------(in)----(in)------(ft) 1 1 -. 2 COL1 9.0( 2 3 - 4 COL1 9.0( 3 5 - 6 COL1 9,0( 4 2 - 3 BM1 12.0( 5 3 - 5 BM1 12.0( RISA -2D (R) Version 3.03 NorthStar Engineering Job 20 Declaration Drive Page Chcico, CA 95973, Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb. --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 2 3 - 4 3 5 - 6 4 2 - 3 5 3 - 5 ------------------------------7--------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 LATERAL 1 2 Nodal.Loads, BLC 1: LATERAL ----------------------------- ---------------------------------------------- Node Number Global X Global Y Moment ------------------------- (K) ------------------ (K) ------------------ (K -ft) ---- 2 5.300 0.000 0.000 Member Distributed Loads,BLC 1: LATERAL Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------- (K/f.t; F) ----- (K/ft, F) --------- (ft) --------- (ft) ---- 4 2 - 3 Y -0.140 -0.140 0.000 12.000 5 3 - 5 Y -0:140 -0.140 0.000 12.000 ------------------------------ Load Combination --------------------------------------------- Self Wt BLC BLC BLC BLC BLC W E No. Description ------------------------------7--------------------------------------------- Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 LATERAL Y -1 1:1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 RISA -2D (R) Version 3.03 NorthStar Engineering Job �vol�l 20 Declaration Drive; 'Page 1 Chcico, CA 95973 Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS Load Combination is l LATERAL Nodal Displacements L ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- Member 1 0.00000 0:00000 0.00000 2 0.10498 -0.00059' 0.00000 3 0.10243 -0.00112: -0.00000 4 0.00000 0.00000 0.00000 5 0.10117 -0_.00059 0.00000 6 0.00000 0.00000 0.00000 Load Combination is l LATERAL 4 0.2833 Member End Forces '0.1491 0.0164 0.1499 ---------------------------------------------------- Nodes =________= I -End =_________ ------------- ______====.J-End 7 ---------- No I J Axial Shear Moment 'Axial Shear Moment ---------7-----(K)--------(K)------(K-ft)----=--(K)--------(K)------(K-ft)-- 0.1405 1 1- 2. 1.18 1.80 8.111L8•°2 -0.98 -1.80 8.11 2 3- 4 1.94 1.76 7.92v�.g2 -2.14 -1.76 7.9� 3 5- 6 0.98 1.74 7.82ti7_P°I -1.18 -1.74 7.82 4 2- 3 3.50 0.98 1.97,;. 31 -3.50 0.97 -1.9-. 5 3- 5 1.74 0.97 1. 93 -1.74 0.98 Load Combination is 1 LATERAL AISC Code Checks ---------------------------------------------- Nodes Member ------------------------------ Quarter Points No ---------------------------------------------------------------------------- I J Maximum 0 1/4 1/2' 3/4 L Shear 1 1- 2 0.2822 0.2822 0.1454 0.0087 0.1446 0.2806 0.0313 2 3- 4 0.2833 0.2817 '0.1491 0.0164 0.1499 0.2833 0.030E 3 5- 6 0.2723 0.2707 0.1397 0.0087 0.1405 0.2723 0.0302 4 2- 3 0.0965 0.0965 0.0380 0.0629 0.0388 0.0949 0.017C 5 3- 5 0.0813 0.0797 0.0236 ' 0.0478 0.0228 0.0813 0.017C BY: J DATE: I q 1 JOB NO: 9 PAGE 8 OF Nort iStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 HT1..;_ To I;e,7Arl GOr-1 � GT to F1nAY. T� fi T i _ter° �aT I r�oT� To T--._2.' _.(G AP i TO vTT©f .. f ! S 2 i�/kT��� I`TIJ_ T BY: J I 11— DATE: 919 7 JOB NO: 0� I PAGE 9 OF NorthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 sena--•��©:savaw. yermtcx;x BY: NVrthStar 20 DECLARATION DRIVE DATE: —11 q 7'ti"'' �t='-'u•== CHICO, CALIFORNIA 95973 JOB NO: ENGINEERING 916-893.1600 FAX 916-893-2113 Civil Engineers• Planners• Surveyors PAGE I� OF _ .._��•_:��.::-�•..�_�.q_ ,-.., ,_ T 2t-'� i i Z- .� p -reg THS BTU A P- 1:-�,P�eAGFb 3�i 14 P, 90A PO TH I �S DSP H o� �uG�l>� ' IS �Iz�► F G SEE GAA-P�. o�-] T H � FOLL-o�\]Nq PAc-I pl:�' XC P. F �2 BY: JMR NORTHSTAR ENGINEERING. 9/25/97 20 DECLARATION DRIVE JOB NO: 6019 CHICO, CA 95973 PG. I I OF (916) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER '94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING 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 AREA = 8.3 SQ IN Ke = 1 SEE UBC SECTION 2307.3 KcE _ 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 14 FT L / DEPTH = 30.55 OKAY I/d <50 Fc = 1350 PSI' ( SEE TABLE 23-1-E FOR ROUND TIMBER PILES) Cf = 1.1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2.X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1485 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) . FcE = 514.3 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 470.6 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((I + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') - (FcE / Fc*) / c')) LOADING CONDITIONS: AXIAL LOAD = 1180 LBS fc = P / A = 142 PSI F'c = 470.6 PSI OKAY F'c > fc USE 2 x 6 D.F. #2 studs 16" o.c. NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 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 NorthS tar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of REVISED STRUCTURAL CALCULATIONS PROJECTDF,L M AJOB NO. 6t5_' .LOCATION_ LOT I FA LGO N S ?o t� T DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th.Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S." QROFESSION� Grout: f' c = 2500 psi @ 28 days o z Steel Reinforcing: A-615 Grade 40 for. 44 and smaller M. Rlc�o�y 4w4Q� A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 a ~ C 053590 Steel Pipe: ASTM A53 Grade B G 9 Steel Tubing: ASTM A500 Grade A or B Machine Bolts,.Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. v!� Wood: Light Framing: Const Grade Douglas Fir 1', CIVIL �tiQ' TF Struct. Lt . Framing, Joists & Planks: D.F. #2 OF cALIVO Beams & .Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination. Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: �6�2 psf Floor Live Load: �'d psf Seismic Zone Wind Speed: mph Exposure: g Method,2 used unless otherwise noted. Allowable Soil Bearing : IZ psf ARE SPECIAL INSPECTIONS REQUIRED ? No_ 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 NorthS tar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of 0 BY: J M p - DATE: 9 197 JOB N0: �pp j I PAGE 2 OF NorthStar, ENGINEERING Civil Engineers* Planners *Surveyors i ACq' Door i D r?5 2 � T+ �r 21 . T'-� �`1-� I �7�i 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 2,-Z T 4- Z. I.. ♦ ♦ ._ ,_., _ ..r _._.. .._ 2,-Z BY: DATE: 7 JOB NO: 9 PAGE 3 OF NmthStar ENGINEERING Civil Engineers- Planners- Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 - FAX 916-893-211 BY: n DATE: . 9 Ict,-7 JOB NO: C.�� 19 PAGE 4- OF NorthStar ENGINEERING Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893.1600 FAX 916.893-2113 r1Ax . DL I�oo _eV S.C_L-rzA►�� o T 22 14 _ ' I 121 -Li ' I , r� I THS N �. AX_ r"IE-%lT8._I_I A. Ic-1 �Jµ�GH .I A. f RISA -2D (R) Version 3.03 NorthStar Engineering Job 6�'1 o11 20 Declaration Drive Page Chcico, CA 95973 Date EDELMAN FRAME AT FAMILY ROOM LINE ' -C PER CALCULATIONS ---------------------------------------------------------------------------- Units Option US Standard AISC.Code.Checks 9th Edition ASD Shear Deformation: No P -Delta Effects No Redesign No Edge.Forces No A.S.I.F. 1.333 -------------------=-------------------------------------------------------- Node Database Matl. Area Moment of As y/y Boundary Conditions Shape No ..X-.Coord. Y-Coord X-dof Y-dof Rotation Temp ----------- (ft) ---==--- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) . 1 .0.00 0.00 1 1 1 0.0( 2 ;0.00 9.00 1 0.0( 3 12.00 9.00 1 0.0( 4 12.00 0.00 1 1 1 0.0( 5 24.00 9.00 1 0.0( 6 24.00 0.00 1 1 1 0.0( ---------------------------------------------------------------------------- Material Elastic Poisson's; Thermal Weight Yield Stres: Label Modulus Ratio Coefficient Density (Fy) ----------------- (Ksi)'----------------------- (F) -------- (K/ft3)------ (Ksi)---- STEEL 30000.00 .0.30000 0.65000 0.489 36.000- -------------------=-------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef >.----------------------------- --(in"2)---------(in 4)---------------- COL1 TU8X6X4 STEEL 6.59 60.100 1.20 BM1 TU8X6X4 STEEL 6.59 60.100 1.20 ------------------- I --------------------------'------------------ J ------------- I Releases J End Offsets No Node, Node Section x y z x y z Sec Sway I J Lengtl ------------------------------------------------------(in)----(in)------(ft; 1 1 - 2 COLI 9.0( 2 3 - 4 COL1 9.0( 3 5 - 6 COLI 9.0( 4 2 - 3 BM1 12.0( 5 3 - 5 BM1: 12.0( RISA -2D (R) Version 3.03 NorthStar Engineering Job 20 Declaration Drive Page Chcico, CA: 95973 Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS - --------------------------------------------------------------------------- =--------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb. -in Lb -out Lc In Out Cm Cb --------------------- (ft) ----- (ft) ----- (ft) --------------------------------- -- 1 1 - 2 2 3 - 4 3 5 - 6 4 2 - 3 5 3 - 5 --------------------7-----------7------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ----------------------------------- ----------------------------------------- 1 LATERAL 1 2 Nodal Loads, BLC 1: LATERAL -------------------------------.--------------------------------------------= Node Number Global X Global Y Moment ------------ '------------ (K).--- ------- -------- (K) -------- ---------- (K -ft) ---- 2 5.300 0..000 0.000 Member Distributed Loads,BLC 1: LATERAL ------=--------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location ------------------------- (K/ft,F)-----(K/ft,F)--------- (ft) --------- (ft) ---- 4 2 - 3 Y -0.140 -0.140 0.000 12.000 5 3 - 5 Y -0.140 : -0.140 0.000 12.000 ----------- -------------------------------------------7 --------------------- Load Combination Self Wt BLC .BLC BLC BLC BLC_ W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 LATERAL Y -1 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 RISA -2D (R) Version 3.03 NorthStar Engineering Job 20 Declaration Drive Page �1 Chcico, CA 95:973 Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Load Combination is 1 LATERAL Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 0.00000 0.00000 2 0.10498 -0.00059 0.00000 3 0.10243 -0._00112 0.00000 4 0.00000 0.00000 0.00000 5 0..10117 -0.00059 0.00000 6 0.00000 0.00000 0.00000 Load Combination is 1 : LATERAL Member End Forces -------------------=-------------------------------------------------------- Nodes _________= I -End =_________ _________= J-End No I J Axial. Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------ (K -ft) ------- (K) --------- (K) ------- (K -ft)-. 1 1- 2 1.18 1.80 8.11ZO.OZ -0.98 -1.80 8.1: 2 3- 4.1 1.94 1.76 7 . 92 v -7.9Z -2.14 -1.76 7 . 9: 3 5- 6 0.98 1.74 7.82ti7.8`) -1.18 -1.74 7.8: 4 2- 3 3.50 0.98 1.97.,.32 -3.50 0.97 -1.9; 5 3- 5 1.74 0.97 1.93*,.30 -1.74 0.98 -1.9' Load Combination is 1 LATERAL RISC Code Checks ---------------------------------------- Nodes -------------------------------- Member°Quarter Points No I . J Maximum ---------------------------------------------------------------------------- 0 1/4 . 1/2 3/4 L Shear 1 1- -2 0.2822 0.2822 0.1454 0.008.7 0.1446 0.2806 0.031: 2 3- 4 0.2833 0.2817 0.1491 0.0164 0.1499 0.2833 0.030! 3 5- 6 0.2723 0.2707 0.1397 0.0087. 0.1405 0.2723 0.030: 4 2- 3 0.0965 0.0965 0.0380 0.0629 0.0388 0.0949 0.017( 5 3-. 5 0.0813 0.0797 0.0236 0.0478 0.0228 0.0813 0.017( BY:J � NrthStar DATE: 1191 JOB NO: 19 ENGINEERING PAGE OF Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 } rl X rlGI r-1 A . _ f�IT� H_ 4 7�1r- D�T�IznI ..._.r._T_{IcK� o.�_ _To,� oTT�f 1 LA 4' x ; 411 w f v� -- BY: JM NorthStar DATE: I I d _ — JOBNO:61-�9 ENGINEERING PAGE OF Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 _ t _� - - - God._ I t A T� (o:z.2_�_ ki el LID I _�_ �� �. = _. X71 i N._ ; 5-N UTH i t I GAPAG QTY_ -.v- . I-�-� 1-1�� -�7 �I►�Z(� o� �7a i � 14. K LoTTA F I. F G Ta ' %�G�f I�►I Pl,� �To 4 X4U T5--E,1-- BY: JI i K NorthStar 20 DECLARATION DRIVE DATE: 91 cl 7CHICO, CALIFORNIA 95973 JOB NO: mol ENGINEERING 916-893-1600 PAGE OF Civil Engineers Planners • Surveyors FAX 916-893-2113 STVIAL(_ Z(,r-) .gyp T2g 6._7-7/-Z� (1. 3-2 "o T H BTU A (z P� F- AGE -b � 14 - P 90A r�O TH I I �S �o -1 C DSP H of F,UG LIN ' fi PAS � o� THS FOLL- ISG 2x P. F 2 4> BY: JMR 9/25/97 JOB NO: 6019 PG. I I OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (916)893-1.600 SIMPLE SOLID -COLUMN DESIGN PER '94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING 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 AREA = 8.3 SQ IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 14 FT L / DEPTH . = 30.55 OKAY I/d <50 Fc = 1350 PSI ( SEE TABLE 23-1-E FOR ROUND TIMBER PILES) Cf = 1.1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1485 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 514.3 FcE = KcE*E' / ((L/d)(L/d) ) F'c = 470.6 PSI F'c = Fc*( (1 + FcE / Fc*) % 2c'- SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') - (FcE / Fc*) / c')) LOADING CONDITIONS: AXIAL LOAD = 1180 LBS fc = P / A = 142 PSI F'c = 470.6 PSI OKAY F'c > fc USE 2 x 6 D.F. #2 studs 0 16" o.c. vell— NORTHSTAR ENGINEERING 20 Declaration Drive Chico'; CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATION PROJECT �D � � h'lA l � i� � D i � G ri JOB NO. 601 I LOCATION L07- I FA l�GOIv IS F21 Iv T DATE CODES: Uniform Building Code, 1994 Edition RISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber'Construction Manual MATERIALS: OgpFESSIpN�\ �w4`t' w F CC, C 053590 a CI V IL `ytiQ` OF CALIFo Concrete: f.'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800.psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing:' A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir . Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts &Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load:�psf Floor Live Load psf Seismic Zone.: Wind Speed: 7 mph Exposure: [J Method 2 used unless otherwise noted. Allowable Soil Bearing I god psf ARE SPECIAL INSPECTIONS REQUIRED ? 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. Verification of -the soil conditions at the project site to determine the expansion index or bearing capacity is' by others.. Page 1 of I �p -� Vic: �'��� �-- ����" �` �► � -� BY: imIz NwthStar 20 DECLARATION DRIVE DATE: 5/9 7 CHICO, CALIFORNIA 95973 JOB NO: ENGINEERING 916.893-1600 PAGE Z OF Civil Engineers* Planners *Surveyors FAX 916-893-2113 a l__ Iz sII�_1G.L� F- oo T I L, �U SSt:,s,.._ _ 2 ri �i - 3 DL` t Z. a ►,J ALL e:�, s=r U two u4 -V C -A � Xr- /A PAL- DI i .. , _ _ .._ ` ; _. Tom. t_ _ v--_.__ �._ .._•�'1_•• i__ _ _ _. , I PS F BY: J 1 ► p— DATE: 5/9 7 JOB NO: �v01 9 PAGE 3 OF NmthStar 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 ENGIN E E R I N G 916-893-1600 Civil Engineers!* Planners* Surveyors FAX 916-893-2113 BY: JMp- thStar 20 DECLARATION DRIVE DATE: S'c), CHICO, CALIFORNIA 95973 JOB NO: Cl ENGINEERING 916-893-1600 PAGE G�- OF Civil Engineers* Planners* Surveyors FAX 916-893-2113 oFl FS I? �lj I� P I�1 P=- IS-2r� -- .�014�` (I.3� :.�7 =. •GI.� KSF 13 e C (40 (6,0 -{- -10(t4 - > - CZ4 1610.01 z Io I o o f r- > 3. I K,:. s�i�. caovs �..�'1:5 . 24 A3 �o S T o T Tam FF-AI,71 C3o).02ZZ- -- �o(1ojZ�:a.I� (4 c2 . J P.G LI L;; 7 FF-Arl C - -Tl. ISI-A7ct- F f - RISA -2D (R) Version 3-.03 NorthStar Engineering Job 19 20 Declaration Drive Page S Chcico, CA- 95973 Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS ------------=-----------------------------------------------------------=--- ---------------------------------------------------------------------------- Units Option US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects No Redesign : No; Edge Forces No A.S.I.F. 1.333. ------ Node ------------ ------------- -------------------------------------- Boundary Conditions.: --.----- No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) - 1 0.00 0.00 1 1 1 0.00 2 0.0.0 9.00 1 0.00 3 12.00 9.00 1 0.00 4 12.00 0.00 1 1 1 0.00 5 24.00 9.00 1 0.00 6 24.00 0.00 1 1 1 0.00 --------------------------------------------=------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi)----------------------- (F) -------- (K/ft3)------- (Ksi)---- STEEL. 30000.00 0.30000 0:65000 0.489 36.000 -----------7---------------------------------------------------------------- Section Database Matl. Area Moment of As :y/y Label Shape Set Inertia Coef --------------------------------------- (in'2)----------(in"4)----------------- COL1 TU6X6X4 STEEL 5.59 30.300 1.20 BM1 TU10X6X4 STEEL 7.59 103.000 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec. Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1 - 2 COL1 9.00 2 3- 4 COLI '9.00 3 5 = 6 COL1 9:.00 4 2 '= 3 BM1. 12.00 5 3 - 5 BM1 12.00 RISA -21) (R) Version 3.03 NorthStar Engineering Job 20 Declaration Drive Page to Chcico, CA 95973 Date EDELMAN FRAME AT FAMILY ROOM LINE C PER CALCULATIONS. ---------------------------------------------------------------------------- ----------------------------------7----------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in . Lb -out Lc In Out Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 2 3 - 4 3 5 - 6 4 2 - 3 5 3 - 5: ----------------------------•-------=---------------------------------------- BLC Basic Load -Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 LATERAL 1 Nodal Loads, BLC 1: LATERAL ------------------=---------------------------------`------------------------ Node Number Global X Global Y Moment ---- ----- --------------- (K) ------------------ (K) --------------------- (K -ft) ---- 2 5.300 0.000: 0.000 ---------------------------------------------------- ------------------------ Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac. Fac :Fac Fac DYNA S V -------------------------------------7-------------=------------------------ 1 LATERAL Y -1 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity : 32.20 ft/sec**2 Load Combination is 1 :LATERAL Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)----------------=(in)----------------(rad)--------- 1 0.00000 0.00000. 0.00000 2 0.20588 -0.00016 0.00000 3 0.20365 -0.00025 0.00000 4 0:.0.0000 0.00000 0.00000 5 0.20254 -0.0.0016 0.00000 6 0.00000 0.00000 0.00000 RISA -2D (R) Version 3.03 Job NorthStar Engineering 20 Declaration Drive Page 7 Chcico, CA. 95973 Date EDELMAN FRAME AT FAMILY.ROOM LINE C PER CALCULATIONS Load Combination .is 1 LATERAL Member End Forces ----------------- ----------------------------------------------------------- Nodes =________= I -End =_________ _________= J-End No .I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1- 2 0.33 1.78 8.02 -0.16. -1.78 8.02 2 3- .4 .0.31 .1.76 , 7.94 -0.48 -1.76 7.94 3 5= 6 X0.16 1.75 7.89 -0.33 -1.75 7.89. 4 2- 3 3.52 0.16 0.32 -3.52 0.15 -0.30 5 3- 5 1.75 0.15 0.30 -1.75 0.16 -0.32 Load Combination is 1 LATERAL AISC Code Checks Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ----------------=----------------------------------------=------------------ 1 1- 2 0.4043 0.4043 0.2033 0.0023 0.2025 0.4026' 0.0413 2 3- 4 0.4014 0.3997 0.2017 0.0037 0.2026 0.4014 0.0408 3 5- 6;. .0:3978 0.3961. 0.1992 0.0023 0.2000 0.3978 0.0406. 4 2- 3 0:0339 0.0339 0.0270 0.0299 0.0272 0.0336 0.0022 5 3- 5 0:0208 0.0204 0.0141 0.0168 0.0139 0.0208 0.0022 BY: J 91 DATE: S/ 17 JOB NO: 6po 19 PAGE 8 OF NorthStar ENGINEERING Civil Engineers -Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 N C G Food" I. N Fo R� _S'I"/. gl_I_T1' oTl`"'� =g --_ ..UN>715T.U9.951) YV I �L _ G. 2 K5;15 + 2 (2o�._L.2� 1.33=2.,z �j I t&,FF C;i,/ZY : t JILL U� Iz.�sI�T�(� qP L.I F -T h-� i L, l� Iz �� I S T- r'l x= (zla) I T= 8.0l T. BK,= old ,I� 1- K - - c 7. 2 X _ BY: J n R NwthStar DATE: JOBNO: (op�� ENGINEERING PAGE OF Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 cy .! L-4* r , 4_:. .. i BY NorthStar q 20 DECLARATION DRIVE DATE: SI I 1 CHICO, CALIFORNIA 95973 JOB NO: ENGINEERING 916-893-1600 PAGE OF Civil Engineers • Planners • Surveyors FAX 916-893-2113 1 VC? 12, Io)Z�o I r8 _?2K �- 40 8 K ._ . 48 e 14 _. 2 � • �._ I-�-- � __ k-+ . . PAl. BY: Jmp- DATE: 549-7 JOB NO: 6c) PAGE II OF !P@.." �P.S..:tY..-,:Kf..4 �hKff'Aw�:•sT L+;sb:diT:s;: Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 o r1 P LYS _ jtil L! PG - 2 Z �� - �__ o •�N j I I I�1SP!�'G-rlotJ L V=7. -f- 8C14IZ�.o1-t 90 a ,I CT � I � i 6 45 HP 1 D . �: 0 2 ZX; 1 1 1 - —T 1 r i 1 i BY: _Il l p_ DATE: GI ':"1 7 JOB NO: (op 19 PAGE 12 OF NrthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 I � 1 ! ` 02-2 I SEII 2 ND2t� 0�1 Z- x CGA =Z.SK) BY: J n NorithStar 20 DECLARATION DRIVE DATE:rJl 7— CHICO, CALIFORNIA 95973 JOB NO: fool ENGINEERING 916-893-1600 PAGE 12OF` Civil Engineers* Planners • Surveyors FAX 916-893-2113 1 t (- INS. 12ahi--_.-SIN-1�, • i • I 1 ' 1 i i ----------- _ I , i SHEAR WALL SCHEDULE m pp SHEAR WALL Q Q 03 A Q Q Q 0 ALLOWABLE m ;. mFA LOAD/FOOT 2roO - - 380 .,. 490 550 r 40 7 60 980 1080 PLYWOOD 1'2'a 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX " STRUGT I CDX CDX CDX STRUGT I CDX BOTH 3 BOTH 3 BOTH 3 SIDES SIDES SIDES - NAILING II Sd�6 " ad 4" " ad 3" 11 Sd.�3 �� ad02" 11 ad 4" �� 8d(@3 �� SdQ3 FIELD NAILING ad 0 12" 8d 12" 8d Ca 12" 8d 12" ad (@ 12" ad 12" 8d (a 12" ad (@ 12" SILL NAILING 50 Irod r@ 4"' Irod A 3" Irod (@ 3" Trod A 3" 1Cod A 2" (Cod A 1.5" Irod is 1.5" N.A. CLIP, BLOCK *7 L550 . L550 1-590 L590 1-590 L590 L590 A35 TO PLATE Cad 22" 14 16" Ir " 12" C@ 12" (@ 8" C� 4" ANCHOR BOLT 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8" 0 5/8110 3/4110 3/4" 0 A.B. (SPACING) 52" .. 36" .28" 24" 20" Iro" ICo" 16" ANCHOR BOLT 1/2" 0" 1/2110 1/2" 0N.A. A.B. (SPACING) 36" 24" 18" N.A. N.A. N.A. N.A. NOTES: OVER I. _OVER DOUGLAS FIR FRAMING . 2. PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINT -S -SHALL BE -OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL. NAILS r . PREDRILL SILL NAILS LESS THAN 3" O.C. 7 SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL 8. 1/2" TI -11 SIDING MAY BE SUBSTITUTED FOR 3/8" PLYWOdD 'WHE2EOCCURS N = o o v `o v � o� n I —n w T r � � C) Z o n Z co v cn co < ry m rn m pp m m z t ^ JS )9 z' m ;. mFA G)kot N = o o v `o v � o� n I —n w T r � � C) Z o n Z co v cn co < ry m rn BY: hStar DATE: 45 Iq % kr--::�'Fv&r?�T :3 JOB NO:4::�, 101 ENGINEERING PAGE I !ij OF Civil Engineers • Planners •Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 Ga�Wt-ATION� FOP- 1:51 L. l NAILII�Ic-�:. A GHo�-:.13o1.T` f c, 2He,AP,,JA;LL AGN N D1�1� D��I _GA AcIT. P UgG Icgo �Pof-T N,J NSR ' � c gaLT-2 P�>z 1 I . z TSL...F. IZ�� -l2(� f 1270 01:33) 8 #�..�,oL'T + 28� I.33 =00 . :2 Z 7 � e 1-T P-�PoI2T- I Jo. L�,:jZ - 272 ,!5F,AR hALA- L.oA D r-c0..T . ':5iL L- NAL L, NAIL APAi.TY _ PSL. T ANGHoR..I -T . A�.. IT 1� 0 I z : lze> 3 4ao �: 3 (.84 i) = . 280 0 -.4'Zo _...... X12 .Z4.'.' .�0.<8.41 ;=. 420 3 410 311 4(i22) 2�31' 841 A4- -11 f ..:2l0) - - • 7100 (I�? 4�1g, 0 Gle I&av I'IZ". 8(Izz) ® I oSo N N. A. N o A _.... --;14-'-:. BY: i m _ DATE: 4 j/ cl, JOB NO: 6(5>19 PAGE I to OF TYPE A NOTE: NorthStar ENGINEERING Civil Engineers Planners Surveyors BRACED WALL SCHEDULE DESCRIPTION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 e¢+:zrr_::s.�^:: r_x:xv:Y•.�:>^:r+.eri 1/2" GYPSUM WALLBOARD 4' WIDE ON STUDS SPACED @ 24" O.C. MAXIMUM. NAILED WITH DRYWALL SCREWS @ 7" O.C. TO ALL STUDS, TOP PLATE, AND SILL. ALL VERTICAL EDGES SHALL BREAK ON,A STUD. BLOCKING IS NOT REQUIRED FOR HORIZONTAL EDGES UNLESS OTHERWISE NOTED. (cA P, = loo #11) "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED STAPLES, 1" CROWN.X 1-1/4" LEG. CROWN SHALL BE INLINE WITH FRAMING MEMBER @ 3"/6" O C. WITH BLOCKING REQUIRED @ ALL EDGES. (GAP 2-00 411 FOR TYPEQA ANDQB PANELS: NAIL SILL PLATE TO WOOD FLOOR WITH 4-16d PER 16". IF PANEL OCCURS ON A SLAB FLOOR, ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. @ 4'-0" O.C. MAX SPACING. USE A MINIMUM OF TWO BOLTS PER' PIECE WITH 1 BOLT LOCATED WITHIN 12" OF. EACH END. I (0 1 0_001 ;,..'.CERTLF.LCATE-,OF..-COMPL.IAN.CE.: RESIDENTIAL Page 1 _ CF -1R. Project_ Title ............. The Edelman Residence Date......... 05/16/97 �'� Pro ect-Address -Lot 1- Falcons Point- Chico *v4.50* s_ Documentation Author.... Marty Runnell.s ******* Building�Fg itsEnergy Calculation Services 1907*Mangrove Avenue, Suite D Plan Check --T Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 R-17.8 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3705 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 3705 sf Single Family Detached New Front Facing 45 deg (NE) 1' 1 Slab On Grade 20.1 % of floor area 0.67 Btu/hr-sf.-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-5 R-22.8 Wall Wood R-17.8 R-0 R-17.8 Door n/a R-0 R-n/a R-0 Wall Wood R-13 R-0 R-13 Wall n/a R-17.8 R-n/a R-17.8? SlabEdge n/a R-0 R-n/a R-0 SlabEdge n/a R-0 R-n/a R-0 SlabEdge n/a R-0 R-n/a R-0 SlabEdge n/a R-0 R-n/a R-0 Roof n/a R-38 R-n/a �R-38 FENESTRATION # of Interior Area U- Pan- Shading/ Orientation (sf) Value es Description Window Front (NE)_ -2-0-.0 0.750 2 Window Front (NE) x.6:3 0.650 2 Window Front (NE) -2.0.0 0.750 2 Window Front (NE) f6.3 0.650 2 Window Front (E) ,,20.0-0.750 2 Window Front (E) i6.3 0.650 2 Window Front (NE) 14.1 0.650 2 '0.048 PLAN FRONT FRONT -LEFT FRONT -RIGHT, LEFT .BACK, BACK -LEFT BACK -RIGHT, RIGHT 0.061 TO GARAGE 0.330 ENTRY, TO OFFICE TO GARAGE 0.081 HVAC/H20 CLOS. 0.065 KNEE WALL 0.900 TO EXTERIOR 0.720 TO EXTERIOR 0.550 TO GARAGE 0.500 TO GARAGE 0.025 TO ATTIC Drapes.Std Drapes.Std Drapes.Std. Drapes.Std Drapes.Std Drapes.Std �� Drapes. StdC'; Over- Exterior hanFraming F Shading ' Type Gra Non e NNfetal e `�Y -Metal EVNone Metal Yes Metal one None Metal Ne Yes Metal 'NoTe Yes Metal ,= C.ERT'IFI:CATE._OF. COMPLIANCE.:_ REST:DENTIAL, _ Page 2 CF -1R Project. Ti.t.le.....The Edelman Residence Date._......... .05/16/97 MICROPAS4 v4.50 File -971215 Wth-CTZ11S92 Program -FORM CF -1R User#-MP133.3; User -Energy Calculation Servic Run-3705.SF Res.- Submittal FENESTRATION �..,, u..:.:..._.,:....-. , of Interior r_.Over;-__-__. Area U- Pan- Shading/ Exterior hang/ Framing Orientation, (sf) Value es Description Shading Fins Type Window Right (N) -20.0 0.750 2 Drapes.Std None None Metal Window Right (N) _-6.3 0.650 2 Drapes.Std None Yes Metal Window Front (NE) -20.0 0.750 2 Drapes.Std None None Metal Window Front (NE) /6.3 0.650 2 Drapes.Std None Yes Meta'_ Window Front (NE) -20.0 0.750 2 Drapes.Std None None Metal Window Front (NE) --6'.-3 0.650 2 Drapes.Std None Yes Metal Door Left (SE) ,2-0:0 0.550 2 Drapes..Std None None Glz<50% Window Left (SE)i2-0:�_0 0.750 2 Drapes.Std None Yes Metal_ Door Left (SE) �4-00 0.550 2 Drapes.Std None Yes Wood Window Left (SE) 1__O 0.650 2 Drapes.Std None Yes Metal Door Back (SW) 20.0 0.550 2 Drapes.Std None None Glz<50a Window Back (SW) 6.3 0.650 2 Drapes.Std None None Metal Window Left (S) 20.0 0.750 2 Drapes.Std None Yes Metal Door Left (S) 40.0 0.550 2 Drapes.Std None Yes Wood Window Left (S) 15.0 0.650 2 Drapes.Std None Yes Metal Door Back (SW) 40.0 0.550 2 Drapes.Std None Yes Wood) Window Back (SW) 15.0 0.650 2 Drapes.Std None Yes Metal Door Back (W) 40.0 0.550 2 Drapes.Std None Yes Wood' Window Back (W) 15.0 0.650 2 Drapes.Std None Yes Metal Window Back (SW) 30.0 0.750 2 Drapes.Std None Yes Metal Window Back (SW) 15.0 0.650 2 Drapes.Std None Yes Metal Window Back (SW) 70.0 0.750 2 Drapes.Std None Yes Metal Window Back (SW) 39.0 0.650 2 Drapes.Std None Yes Metal Window Back (SW) 40.0 0.720 2 Drapes.Std None Yes Metal Window Back (SW) 15.0. 0.650 2 Drapes.Std None Yes Metal Window Back (SW) 6.3 0.650 2 Drapes.Std None None Metal Window Right (NW) 6.3 0.650 2 Drapes.Std None None Metal Window Right (NW) 16.0 0.800 2 Drapes.Std None None None Window Right (NW) 6.3 0.650 2 Drapes.Std None None Metal Window Right (NW) 24.0 0.750 2 Drapes.Std None None Metal THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 953 4.0 LIVING/NOOK/KIT./BATHS SlabOnGrade No 2752 4.0 TYPICAL InteriorVert Yes 195 0.5 SHOWER/TUB ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Hydronic 0.760 AFUE None- R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback 'ERTIFICATE_e:OF COMPLIANCE.:...RES I.DENT.I.AL., ..Page 3 CF,. -1R. Pr0ject•Title. The Edelman Residence•. Date....._...,, v4.50 File -97121S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1.333 User -,Energy .Calcul.ati.on,Servi.c Run -3705. SF Res.- Submittal WATER HEATING SYSTEMS ,, .. Number_ Tank. . in Energyr Size Tank Type Heater Type Distribution Type System Factor (gal) WH1 Storage Gas Recirc/Timer 2 ;60 EF 50 HYD.BOILER _Ins.t.ant.aneou. Gas. Standard 1 ..76 RE. �. n/a SPECIAL FEATURES/REMARKS This building incorporates a Separate Hydronic Space Heating System. COMPLIANCE STATEMENT External Insulation R -value k_-1:2—) R-n/a. . This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Tom Hall Company. T.C. Hall Development Address. 3015 D Monticello Lane Chico, CA 95973 Phone... (916) 891-1999 License. Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... to Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 Signed.. Ve da MANDATORY:_:ME`ASURES. CHECKLIST: RES-IDENTL L, ;--- - Page 1-.M.F-lR: Pro:j'e c:t T. i.t.l.e.., .:::':- _ The . Ede l.ma:n. Re s i.d.e.n.c-e.. _-Date.,... .... 05/16/97 ='Project Address t ...... .... ns o.ln Chico *v4.50* Dcrcument.a.tion. A.u.t.hor..... Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone........... 11. Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -971215 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3705 SF Res.- Submittal Lowrise residential buildings subject to -the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality . standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows 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 CEC quality standards. 150(e) Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A Building Permit. , Plan Check Date Fie C ec Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -971215 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3705 SF Res.- Submittal Lowrise residential buildings subject to -the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality . standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows 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 CEC quality standards. 150(e) Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A ;.,;":'MAN.DAIORY,MEAS.URE.S..CHECKLIS'T.`:. ,RE.S.I;DENTIAL Page 2 MF -1R.. Proj,ezt-_.T,i.t.le:. _ The. _ Edelman- R.es idenc,er Date. .... 05/16/97' MICROPAS4 v4.50 File -971215 Wth-CTZ11S92 Program -FORM MF -1R User#-MP.I.3`33 User -Energy Ca.lcu.lat.i.on.Servic-. Run -3705, S.F Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES _.. _.... Design- .:Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4-.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have 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 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. N,q 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) . r.► c� LIGHTING MEASURES Design- Enforce- er menu 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling ✓ fixtures IC (insulation cover) approved. COM.PUT,ER`: METHOD, ..SUMMAR. .SUMMARY--, :�;.:; _ Page 1: C� 2R. u Pr.oj;ect Title, . The Edelman, Re-sidence Date.....,. 05/16/9,7' Chico *v4.50* Baccume_nta.t i.on Author ..., Marty Runnel Is Bui ing. Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D P an Check Date Chico, CA 95926 916-894-8466 Fie C ec Date Climate Zone ............. 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3705 SF Res.- Submittal MICROPAS4 ENERGY USE SUMMARY* Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.12 12.14 1.98 Space Cooling.......... 10.61 10.75 -0.14 Water Heating.......... 7.05 8.81 -1.76 Total 31.78 31.7.0 0.08 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Floor Area Zone Type (sf) HOUSE Residence 3705 3705 sf Single Family Detached New, Front Facing. 45 deg (NE) 1 1 ReducedYear Slab On Grade 1 38994 cf 3705 sf 3705 sf 3705 sf 20.1 0 of floor area 0.67 Btu/hr-sf-F 10.5 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned 38994 1.00 Yes Vent Special Thermostat Height Vent Area Type (ft) (sf) Setback 2.0 n/a COMPUTER METHOD , SUMMARY ..� Page 2 C -2R. ~,Proj;eca-,Tit.l.e : The• Edelman. Residence, Date. .. 05-/16/97 MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 Program -FORM C -2R User#-MP13.3'3 Uses --Energy,- Calculation, Ser.vi.cc Run -3705, SF Res _- Submittal OPAQUE SURFACES Area, U- Insul Act Solar Form,3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 455 0.048 22.8 45 90 Yes WALL.R19.R5 PLAN FRONT 2 Wall 34 0.048 22.8 0 90 Yes WALL.R19.R5 FRONT -LEFT 3 Wall 34 0.048 22.8 90 90 Yes WALL.R19.R5 FRONT -RIGHT 4 Wall 220 0.061 17..8 45 90 No WALL.RI9.GAR T0. GARAGE 5 Door 48 0.330 0 45 90 Yes None ENTRY 6 Door 20 0.330 0 45 90 Yes None TO OFFICE 7 Door 20 0.330 0 45 90 No None TO GARAGE 8 Wall 120 0.081 13 45 90 No WALL.RI3.GAR HVAC/H20 CLOS. 9 Wall 395 0.048 22.8 135 90 Yes WALL.R19.R5 LEFT 10 Wall 122 0.065 17'.8 135 90 Yes None KNEE WALL 11 Wall 30 0.081 13 135 90 No WALL.RI3.GAR HVAC/H20 CLOS. 12 Wall 595 0.048 22.8 225 90 Yes WALL.R19.R5 BACK 13 Wall 125 0.048 22.8 180 90 Yes WALL.R19.R5 BACK -LEFT 14 Wall 25 0.048 22.8 270 90 Yes WALL.R19.R5 BACK -RIGHT 15 Wall 488 0.048 22.8 315 90 Yes WALL.R19.R5 RIGHT 16 Wall 122 0.065 17.8 315 90 Yes None KNEE WALL 21 Roof 3705 0.025 38 n/a 0 Yes None TO ATTIC PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 17 SlabEdge 105 0.900 R-0 No TO EXTERIOR 18 SlabEdge 178 0.720 R-0 No TO EXTERIOR 19 SlabEdge 5 0.550 R-0 No TO GARAGE 20 SlabEdge 31 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 20.0 2 Metal Slider 0.750 45 90 0.88 0.78 Drapes.Std 2 Window 6.3 2 Metal Fixed 0.650 45 90 .0.88 0.78 Drapes.Std 3 Window 20.0 2 Metal Slider 0.750 45 90 0.88 0.78 Drapes.Std 4 Window 6.3 2 Metal Fixed 0.650 45 90 0.88 0.78 Drapes.Std 5 Window .20.0 2 Metal Slider 0.750 90 90 0.88 0.78 Drapes.Std 6 Window 6.3 2 Metal Fixed 0.650 90 90 0.88 0.78 Drapes.Std 7 Window 14.1 2 Metal Fixed 0.650 45 90 0.88 0.78 Drapes.Std 8 Window 20.0 2 Metal Slider 0.750 0 90 0.88 0.78 Drapes.Std 9 Window 6.3 2 Metal Fixed 0.650 0 90 0.88 0.78 Drapes.Std 10 Window 20.0 2 Metal Slider 0.750 45 90 0.88 0.78 Drapes.Std 11 Window 6.3 2 Metal Fixed 0.650 45 90 0.88 0.78 Drapes.Std 12 Window 20.0 2 Metal Slider 0.750 45 90 0.88 0.78 Drapes.Std 13 Window 6.3 2 Metal Fixed 0.650 45 90 0.88 0.78 Drapes.Std 14 Door 20.0 2 Glz<50o Hinged 0.550 135 90 0.88 0.78 Drapes.Std x;,,COMPUTER. M.ETH.OD`' SUMMARY" . _ Page. 3. C'- 2R, �.,.F�_o;jecct �Tit.l.e.. T.h.e. Edelman R:esi.dence. - Da.t.e.. ......... 05/l.C./'9Z' MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 Program -FORM C -2R User'# -MP,13 3:3... Us.e:r:-Energy C:a.l.cu.l.at,i.on Se.rvic:. Run.- 3.7.0:5: SfF�- Res,..- Submittal- FENESTRATION ubmittal- FENESTRATION SURFACES --- #- of .. Vent ... __SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 15 Window 20.0 2 Metal Slider 0.750 135 90 0.88 0.78 Drapes.Std 16 Door 40.0 2 Wood Hinged 0.550 135 90 0.88 0.78 Drapes.Std 17 Window 15.0 2 Metal Fixed 0.650 135 90 0.88 0.78 Drapes.Std 18 Door 20.0 2 Glz<50 '-s Hinged, 0.550- 225 90 -0.88 �0•: 78 Drapes.Std 19 Window 6.3 2 Metal Fixed 0.650 225 90 0.88 0.78 Drapes.Std 20 Window 20.0 2 Metal Slider 0.750 180 90 0.88 0.78 Drapes.Std 21 Door 40.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 22 Window 15.0 2 Metal Fixed 0.650 180 90 0.88 0.78 Drapes.Std 23 Door 40.0 2 Wood Hinged 0.550 225 90 0.88 0.78 Drapes.Std 24 Window 15.0 2 Metal Fixed 0.650 225 90 0.88 0.78 Drapes.Std 25 Door 40.0 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 26 Window 15.0 2 Metal Fixed 0.650 270 90 0.88 0.78 Drapes.Std 27 Window 30.0 2 Metal Slider 0.750 225 90 0.88 0.78 Drapes.Std 28 Window 15.0 2 Metal Fixed 0.650 225 90-0.88 0.78 Drapes.Std 29 Window 70.0 2 Metal Slider 0.750 225 90 .0.88 0.78 Drapes.Std 30 Window 39.0 2 Metal Fixed 0.650 225 90 0.88 0.78 Drapes.Std 31 Window 40.0 2 Metal Slider 0.720 225 90 0.88 0.78 Drapes.Std 32 Window 15.0 2 Metal Fixed 0.650 225 90 0.88 0.78 Drapes.Std 33 Window 6.3 2 Metal Fixed 0.650 225 90 0.88 0.78 Drapes.Std 34 Window 6.3 2 Metal Fixed 0.650 315 90 0.88 0.78 Drapes.Std 35 Window 16.0 2 None Fixed 0.800 315 90 0.88 0.78 Drapes.Std 36 Window 6.3 2 Metal Fixed 0.650 315 90 0.88 0.78 Drapes.Std 37 Window 24.0 2 Metal Slider 0.750 315 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght = HOUSE 2 Window 6.3 2 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.3 2 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.3 2 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 14.1 3 n/a 7 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.3 2 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 6.3 2 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.3 2 n/a 2 1.5 n/a n/a n/a. n/a n/a n/a n/a _ n/a° 15 Window 20.0 4 n/a 2 2 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 40.0 6.67 n/a 8 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 15.0 2.5 n/a 8 0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 20.0 4 5 6 1 20 3 n/a n/a n/a n/a n/a n/a 21 Door 40.0 6.67 n/a 11 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 15.0 2.5 n/a 11 0 n/a n/a n/a n/a n/a n/a- n/a n/a 23 Door 40.0 6.67 n/a 8 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 15.0 2.5 n/a 8 0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Door 40.0 6.67 n/a 11 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 15.0 2.5 n/a 11 0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 30.0 5 6 14 2.5 0 29 n/a n/a n/a n/a n/a n/a 28 Window 15.0 2.5 6 14 0 0 29 n/a n/a n/a n/a n/a n/a COMPUTER ..METHOD SUMMARY :,. rte... _ Page 4 C; -2:R . Project, -Title,..,. The Edelman.,. Residence Date.... 05/'16•/'97' _ OVERHANGS AND SIDE FINS isoa:4 4amO1'ui.Aft"R Area Thick Heat Conduct- Surface Window— Mass Type (sf) Overhang Location/Comments Left Fin, —Right, Fin— 4.0 28.0 0.98 R-0.0 Area 2 SlabOnGrade 2752 4.0 28.0 0.98 R-2.0 - Left Rght _... SHOWER/TUB ENCLOSURES HVAC SYSTEMS Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 29 Window 70.0 7 n/a 10 12 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 39.0 5 n/a 10 5 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 40.0 6.67 n/a 8 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 3.2. _W,.in.douz . 15 ..0 2_5 , n/a. 8 .0 n./ a, n/a n/a. n/a_ _, n./a, n./a n./a n/ a- isoa:4 4amO1'ui.Aft"R Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 953 4.0 28.0 0.98 R-0.0 LIVING/NOOK/KIT./BATHS 2 SlabOnGrade 2752 4.0 28.0 0.98 R-2.0 TYPICAL 3 InteriorVert 195 0.5 24.0 0.67 R-0.0 SHOWER/TUB ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Hydronic 0.760 AFUE None R-4.2 1.000 ACSplit 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation _ Tank Type Heater Type Distribution Type System Factor (gal) R -value =. WH1 1 Storage Gas Recirc/Timer 2 .60 50 R-12 HYD.BOILER 2 Instantan Gas Standard 1 n/a n/a R-n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light HYD.BOILER 2 Instantan 76 120000 Btuh n/a R- n/a n/a COMPUTER METH.OT1._ SUMMARY Page. 5, C.- 2.R Pro j,ec :t-- . T. t.1e::.w:_ . _Thea E.de 1man 'R;es i.de nc:a.'_ Date- Q5,/I& 9 T;.. MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 Program -FORM C -2R F'User#'-MP`1'33'3•: User -Energy. Calculation S'erv.c Run -3705 S'F. Re-s..Submittal HYDRONIC PIPING AND SPACE HEATING Hydronic Hydronic System Type Delivery .Pump Pipe ....::.Pipe... I:nsulat.ion , ,Insulation Energy Length Diameter Thickness Conductivity (Watts) (ft) (in) (in) (Btu/Hr-ft-F) HYD.BOILER 2 Instantan Separate Radiant n/a 4 0.5 0.75 0.023 SPECIAL-FEATURES/REMARKS This building incorporates a Separate Hydronic Space Heating System. .C:ON*STRUC,TION AS.S;EMB.LY - _ Page .1 W. 3R.:: s . n: Resid;ence .The.Edeama.Date. -05/16/9,7'" Parallel Path Method Reference Name MALL. R1 9..R5 .. _ ... - Description .... Wall R-19 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 22.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on -center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 5.0 RIGID R-5.0 Insulated Sheathing 5.00 5.00 3c. BATT.R19 R-19 batt insul (.cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 24.27 11.92 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.27 x 0.85) + (1 / 11.92 x 0.15) = 0.048 Btu/hr-sf-F Total R -Value: 1 / 0.048 = 21.01 hr-sf-F/Btu :CONSTRUCTION, ASSEMBLY t.. Paige_2. 3R, 17 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference_ Name,. . WALL. R1.9.. GAR, Description'.... Wall R-19 To Garage 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing" rrac•.'. 110. 15 Total R -Value: 1 / ,0.061 = 16.30 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R -Value O. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 1. GYP.0.63 0.625 in gypsum or plaster board 0.56 0.56 2c..BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 2f. FIR.2X6 2x6 fir -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 20.17 •7.82 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 20.17 x 0.85) + (1 / 7.82 x 0.15) = 0.061 Btu/hr-sf-F Total R -Value: 1 / ,0.061 = 16.30 hr-sf-F/Btu .C:ONSTRUC.T`ION ASSEMBLY Page: 3 3:R. Rroj-ect,. Z title . _ The, -,E.de man. Re si.denc.e... MICROPAS4 v4.50 'File -97121S Wth-CTZ11S92 Cavity Program -FORM 3R U'ser#-MP13:31- User-_EnergyCalculation S_ervi'c:. Run -37.05, SF' Re:s-..-.' Submittal Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference.Name . WALL.RI3.-GAR Description .... Wall R-13 To Garage 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing . 16 inches on center Framing r'rac .. Material Cavity Frame Name Description R -Value R -Value O. FILM.IN.WLL Inside,air film: heat sideways 0.68 0.68 1. GYP.0.63 0.625 in gypsum or plaster board 0.56 0.56 2c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 2f. FIR.2X4 2x4 fir -- 3.46 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 15.37 5.83 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 15.37 x 0.85) + (1 / 5.83 x 0.15) = 0.081 Btu/hr-sf-F Total R -Value: 1 / 0.081 = 12.34 hr-sf-F/Btu r HVAC ,SIZING _. Page 1 HVAC A r�o j ec t = T t 1e = The Ed.e T.man R:e s dente . ;,h, D,a_t e . _ . Q S./'16 / 9:7' . P 4i- -i- AddressLot' 1 Falcons Point Chico *v4.50* Documentation Author-._. Marty Runnells Energy Calculation Services 1907 Mangrove -Avenue-, Suite D Chico, CA 95926 916-894-8466 Climate Zone 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards byrEnercomp, Inc. Y MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3705 SF Res.- Submittal GENERAL. INFORMATION Floor Area ................. Volume.. :*****:*********- Front Orientation.......... Sizing Location............ �. 'Latitud'e.. ,.....-..... `. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3705 sf 38994 cf Front Facing 45 deg CHICO EXP STA 3.9%,7- degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 21773 7611 Glazing Conduction ............... 21434 11963 Glazing Solar .................... n/a 15243 Infiltration ..................... 24658 8103 Internal Gain .................... n/a 2325 Ducts ............................ 0 4525 Sensible Load .................... 67866 49770 Latent Load ...................... n/a 9954 Minimum Total Load 67866 59724 (NE) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Building Permit Plan Check Date Field Check Date Compliance Method...... MICROPAS4 v4.50 for 1995 Standards byrEnercomp, Inc. Y MICROPAS4 v4.50 File -97121S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3705 SF Res.- Submittal GENERAL. INFORMATION Floor Area ................. Volume.. :*****:*********- Front Orientation.......... Sizing Location............ �. 'Latitud'e.. ,.....-..... `. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3705 sf 38994 cf Front Facing 45 deg CHICO EXP STA 3.9%,7- degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 21773 7611 Glazing Conduction ............... 21434 11963 Glazing Solar .................... n/a 15243 Infiltration ..................... 24658 8103 Internal Gain .................... n/a 2325 Ducts ............................ 0 4525 Sensible Load .................... 67866 49770 Latent Load ...................... n/a 9954 Minimum Total Load 67866 59724 (NE) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ��; °a�w P �u I I :4.: __..._ I _ _ _ �, „_,. .�_ _..._. w ... _ ..�_ .._.�........_..._ _...�.. �_ ______��.._i _ _ ._.. .. :.: Ya .... � .. � � I i i I it I SHE ARL lU L S CHE DULE BHEAR ihLL, a U V 3 L_1 b ._ e i a - ALLOWABLE! E .LOAD/FOOT , _ .. _ NV� 490 " . -! a 4 UO 4180, 1080 Lu PLYWOOD tU0 p > 9 e CDX 3 8• CDX / • ; 3 e COX ; /e' T 8 RUCT I 8!e' COX 3/e• OX c DO TH a/a• ' x CD s BOTH, BTRU T C 1 .Aa >dor LL I SIDES BOTH ,d_0 WALLL � SIDES ` EDGE NAL , ed • [• ed • 4' ed 1 • 3 ed • • 9_ • •'1 3d 9 ed • { ed • � ed • ' 3: FEI LD NAIL ed n• ed a ed Iz' e d !2' ed • Iz' a n• d • ed 12' • ed n ILL NAIL K d•i''K d•3 1 [ d•3 Kd•3' 1601• N.A.. ' CLIP SLOW C � SO L8 LSSO 1510 L8 10 Law 10 L 810 L 810 A S 3 P TO LAT! • ZZ 1 ' • Ma 6' ; . .1w. 1 , HOR DOLT S/ p b O �ANC �3E.. S/4-0 :. .•c.o . „LAUNDRY 5 O 11k11 p' 2r 24' 20 It _ K -,. ANCHOR OL ! T 1/z• ac 1r_ Vr W N Al a3 N. bMm p ca, I. OVER DOUGLAS Ffi! FRAMIN G r 1o8„ ID 1. ALL PANEL EDGES BACKED WfTH T -INC NOMINAL FRAMING H RAM G OkR 'd11IIE UON , p S. PANEL JOMTB'8 $161ALL LL bE OFFSET fi0FALL , N' O DIFFERENT N FRAM ME E MG 118 RS OR FRAMING A G BHAL LO ' S A8H 8 OWN IN NOTE 14 4. APPLIED OVERNOMINAL i OR WIDER f? FRAMING IgTN NAILS STAGGERED i. ST AGGER ALL SILL NAfLM G " s4 1. $rMPSON MANUFACTURED CLIPS ORA APPROVED dV EQUAL e. 1/2• TA 81DMG MAY Oil 8UISSTITUTED FOR $/e' PLYWOOD WHERW OCCURS a- J IN -a bEEZ b. • , BL r ARCH SOFFIT ' crr — Y , /1 O; r fJ1 1 _ O �T NYDR o //IC6 C orlTol• ABOVEO , _tir>r 1 1 � L 4 .O s L-4 O I +1 1a s. a � . 4 H OUR.FRE WALL A r- aAa ' b O TEIDJ 5 O > . s F HT . , TO ROOF S G L-14.0- 1 M J O , 1 8 i t i , RE , S. TANK 1 N, 1 ._ 1 'f p•” 1 r :, f i r 1 , w a IN 1 f�M irl 1 1 1 a _ X11 1IN 'I 1 -: 1 A A E li G G ❑ t a a d 1 ' t = i I 11 1 ❑1 GARAGE G Q r G �. T - ` 124 .. 1 E o n Vr 1� th _ . o , iz6 o . _ 1 i 1 c0 ... .d E v n irr .�. 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APPLIED OVERNOMINAL i OR WIDER f? FRAMING IgTN NAILS STAGGERED i. ST AGGER ALL SILL NAfLM G " 4: PREDRILL LL &l ' I L NAILS LESS T HAN ' 1. $rMPSON MANUFACTURED CLIPS ORA APPROVED dV EQUAL e. 1/2• TA 81DMG MAY Oil 8UISSTITUTED FOR $/e' PLYWOOD WHERW OCCURS fes!