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040-370-023
,r-' »-fix _ , � �' r � �� �^ �� ,. ;�-».•:.•.. � _ , r:.� _ ,.•• R". �= �rJ, . , _ John Barks a , . 34 Greenview Circle, Mico �D..��- ` i Permit 396-76 B,T,E,M (new 40-37.-23._- -Dr.�Fran� Saunders 1 " d, I 34 Greenview Cir., Chico 1 contr: Holiday Pools, Chico Permit #7196-78B,P,E(private o�p A C w { spa) ( G Contr: Elvin Springer,�.Chico.1/4'I 3 Permit#481-82B(remodel/SF) 040-370-023 00-0594r�� _ I i ' I BRIGHT Gary i Greenview, Chico. one bdrm ' jjj f • • r , i .� _ , ,' �� i. � , f c RESIDENTIAL e PERMIT NO. � 040-370-023 00-0594 _. E BRIGHT, Gary_ 7 34 Greenview_ , Chico i one bdrm G (�i•<�Z Grp ��f S�-� II SPECIAL CONDITIONS I SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D ) Signature CHECKED BY J = OK 'd = 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'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utilitv 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. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date jfnderfloor (Plans) OK except #'s 1 ng•Seibacks-Easements-Flood-Slope 2 FX., Main; Soils-Elec. Grnd.-/ r Ftg. Depth A., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth q'."Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped b. btemwalls, Garage; Steel-Blockouts-wrapped I 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Date FRAMING (Permit) OK except #'s 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 Date FRAMING (Continued) 46. Han s -Post Caps -Anchors -Connectors 47 C' g. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 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. 12. Electric Underground Insulation -Walls -Ceilings 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Card B-1 Date Card B-1 15. Access & Ventilation Date 16. Insulation E teps-Door & Sidelight Protection -Landings Smoke Detector Date Furnace Vents -clearance -Comb, Air -Connector - In G rage; Above Floor -Ducts -Mach. Protection Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ec. Trim & Subpanel, Breaker Sizes & Labels PLUMBING (Permit) OK except #'s 70. 17. Water Hir.; Vent -Access -Combustion Air Baffle Elec. Outlets at Wood Panel, Int. & Ext. 18. Water Pipe; Test & Anchor -Nail Protection 73. 19. D .V.; Test Fittings & Anchor -Nail Protection /0, g,{) / / 75. Shower Pan; Test, First Floor -Tub Access 76. 21. Test Tub & Shower, Second Floor -Tub Access Plb., Elec. & Mech. Equip. Listed for Location 22. Gas Pipe; Sixe & Anchors 79. Insulation -Foam -Looked in Attic 80. Date 81. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size /Z, / ga. mor AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes C) No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33: Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. 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 Date FRAMING (Continued) 46. Han s -Post Caps -Anchors -Connectors 47 C' g. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 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 FI (Plans) OK except #'s 63. E teps-Door & Sidelight Protection -Landings Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In G rage; Above Floor -Ducts -Mach. Protection %--fed!,gorn Exiting F.I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels eti!fiairs & 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 Drainaae & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive :1 Yes 0 No/Walks ❑ Yes p No/Planters J Yes p 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. W-Atdlr,& Sewer Connected -C/O to Grade -HD Approval orgy Compliance Certificate -Other Certificates Address Poste Date Card B-1 Date Card B-1 Date Card B-1ate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �.:..: *COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7.541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �!- ASSS,QRPbNL.Lp1aE� v13 ZONING BUILDING PERMIT OWNER gary bright TELEPHONE 345-0813 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 34 G. _ SON 200 COV 2600. 200 0 1400.00 CONTRACTOR'S NAME T °NE1273 R 68,742.00 REMOD L EST 8000.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 80, 742.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 554.00 ARCHITECT OR ENGINEERS MAULING ADDRESS HEATON Plan Checking Fee $ 360.10 B DING ADDRESS 4 GREENVIEW CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 957.10 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 5 1 7.00 35.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 13 Describe Work:emt:z�A'Ci &1 f� On !f le. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE s 115. ELECTRICAL PERMIT Filing Fee 20.00 600VOR LE Main Service A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law r the following reason: ),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. E/I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith complywith thos provisions. X Signature ❑ Ow Date 's �O Sigre of Applicant - er ❑ Contractor ❑ Agent An OSHA permit is required for ex avations over 60" deep and demolition or construction of structures over 3 stories in height. - Main Service TO ,000A 46.00 NEW CONST. DW. LIN( . EACC. Acc. OCCUP. 3. 5 0 5° OR AODNS. 8 BIDS. FT. 4.55 NON-RES(D. T. MULTI -OUTLET RCIATS @7,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 @ 1'00 BAL @ .50 Ex. Occup. ourEu RE316.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 15-00 Cooling 25 00 Hood 6.50 Ventilation 4 50 13 50 2 GAS F1R9PJ_ArL"Q- 30. PERMIT FEE S 103.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.0 occ R3 CONST. TYPE VN TOTAL FEE $ 1309.15 HAZ. D. FEES XP AE coF PARpI X PD HX Is E This permit is hereby issued under of the Butte County Code and/or indi a abov for w ich tees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �ty 9`26- o r Date Rec Ipt o. S WHITE-D.D.S.-B.D. CANARY -ASSESS R PINK -INSPECTOR GOLDENROD -APPLICANT r.lf P I / L�1 ,�,, y .f:�j err _^'"']r . 7�i" -�.n �,; -� •rlh1� y�..��.,��Tt��`fiB'r•.l�"i.-.-�.,..w'�1"i�,Y[l�s.t� w NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.- TELEPHONE (530) 538-7541 . PERMIT APPLICATION DATA SHEET OWNER: 9&,r br ASSESSOR PARCEL NUMBER: • Proposed Building Use: 90/,G ?�Vd t, Building Inspector: C_ Date: -- o - z w 9 o At time of permit appGc hoa n, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted --------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04,Rngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------ Engineered truss details and layout in duplicate (required prior to plan review) No faxes!-a1��--- v ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. --------------------------------- Home data Pees of $ – --------- Impact -----Impact fees as shown on the attached schedule. California Department of Forestry plan approve elevation certificate. including Tie Down Specifications. ----------------- and plot plan approval Qq 14 CY ealth Department.- City epartment- City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use (B) Parking: ❑ 18. Contact Land Development about El Improvements, ❑ Drainage, El Legal Parcel. El 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required. Request to Building Inspector on, (Date) E12 1. Contractor's license information. (Number, Name Style, Classification).------------------------------------'� ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- E124. ------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------- ----- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- 9 433 A, El Grant Deed, ❑ M.H. Title, Cl Check to H.C.D $ 11' 0. Other: i kocC P ickk 7 �eC�GC 1�GC. 1 Qlrl . - --:N --------- n you issuethe t, r cess follows ❑ Mail to owner, ❑ ail to contractor. Telephone and hold for pickup at office. ❑ Deliver .th inspector. :5rte u e -F 2GVieW 151.106 A _ n Applicant: (_,9 � 0. f2— Date: 'Z -71-CO Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollutio Date: V, �• d Copy of plans sent ❑Health Department, 13 Fire Departmen+jt, ❑ Other:Date: By: 1. Index permit application for the above items numbered: , n ( ��j ('� �l� - l Plan Check Lis;` 2. Additional items required. Contractor, designer, owner, was advised of the above required °da Contractor, designer, owner, was advised of the above required, da Contractor, designer, owner, was advised of the above requiredda Contractor, designer, owner was sed of the aboveuired' Plans reviewed by: Date.rem% Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder Voll,..., n•..... 71,...,..•.._-` -rT----�-----` "---- - - - ,-. , . by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: by ❑ phone, ❑ mail, ❑ Building Ijivisipn counter, by ate: Plans approved by: 01W Date: • 2 0 Note transfer by: Date- E.H. USE ONLY Plot e1@n'AfV0iad Floor Plan Attaehad�— Sent to B.D. TO: Building Department FROM: Environmental Health r �� SUBJECT: Sanitation Clearance C9 fir-- L& LU- � Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwellin// Other ^ Hold final for: Final clearance O.K. for: DOTE: za ez Z,-, Environmental Health Specialist 8/96 L. Date •i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER QAA, %i 15 Air A.P. # PROPOSED BUILDING USE � A—w fQ d„ DATE RECEIPT # DATE REC I $UILDING PERMIT FEES 1 %� -- Balance Due $J* — �1 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ /--VRevisoedIan Checking Fee ...... $ DISTRICT FEES (paid at District Office) 0i0 4OW l� SCJ a© 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAID CHECK $89.00 (paid at Building Division) .IA 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT {Z DATE 'L era Pursuant to Government Code Section 66020, you ar hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) v 131 "iN Pletase complete the following information in order to process your submittal. If this form is not complet, and legible. it may cause a delay in processing. owner's Name: /-& Received By: Date: 3 75 A. P. �: � Permit #: � Time: ContactPhoneNumber. Purpose of submittal: O Permit Application Data RM O Engineering 0 Plan Revision . 0 Requested by Building Inspector or Correction Notice - Inspector's Name: 0 Requested By Plan's Examiner - Examiner's Name: :1 Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for ; eview. If engineering is involved in this revision, the engineer must put his requirements on these drawings tamp and sign the drawings. Include two (2) sets of wet signed engineering. Revisal drawings must clearly st When Approved, Process as Follows: Cl Mail to Owner at this address: ❑ Mail to Contractor at this address: Cl Call and hold for pickup at the 0 Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: C7 S46.00 Receipt ❑ Additional Fees :Not Requir kdditional fees may be due based upon complexity and time involved to process this submits Add Lcional Fees: Receipt: 1: l COUNTY OF BUTTE BUILDING DIVISION TM DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 r CORRECTION NOTICE n do' �%SGl 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, please contact this office immediately. tt �i 33 ,J 3 .c 03/11/02 09:56 SRCRRI' ENM 114SL LAT I ON + 89bVJMIvl1. rI� trni CERTIFICATION OF IIVSUL•ATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT PA. SOX aft, WEST SACRAMENTO, CA 95591 UC. N202026 •1309 MELODY ROAD, MgAYSdILLE, CA �SOt UC. x202026 P.O. BOX 9551, FRESNO, CA 937.93.9851 LIC MBD26 ,' 1 ; ❑ P.O. BOX 1631, RENO, W8950S LIC. 010675 •� .. ��-..'• ���� ❑ • ,i 1. � 33261► POh!PER05A'WAY. LAS VEGAS, NV 89118 UC. !!10675 d 1 '04TE S T ON COINPLETEO , ( SOUAREFEETI ( SOUAREFEETI ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION - TYPE OF INSULATION MATERIAL MATEA IAL MATERIAL FIBERGLASS FiWMGLASS FIBERGLASS f M FOR,. FORM BATTS BATTS &'BLOW BATTS MANUFACTURERS PRODUCT 1 0 MANUFACTURER•B PFIODUCT . O YANUFACTUAVI S PRODUCT 10 MANUFACTURER MANUFACTURER MANUFACTURER OCF• OCF. - :OCF B46S R - VALUE •r._:. APPLIED R • VALUE APPLIED MIN. INSTALLED R : VALUE APPLIED INSTALLED .:**..THICKNESS .• INSTALLED THICKNESS WWMFPER SOUARE FOOT 'INSTALLED .THICKNESS 10140'I 4 3� by I r KNEE WALLS IF R•VALUE IS•OTHER THAN WALLS ABOVE • MATERIAL FORK V4LU MANUFRCT; ma FIBEAGLASS BATTS OCF AIR INFILTRATION ISEM-ANT MA tE1bAL •IAnIU=AC LURE R W R GRACE THIS IS'TO CERTIFY N I ULATIO ND/OR SEALANT HAS BEEN INSTALLED'IN CONFORMANCE WITH APPLICABLE CODES. MATERIALS AND REGULATIONS. MNATYRE—INUL Ii IE DAT JARn 2: 'A� . . m MANAGER I SIGNATURE—GENE ACTOR TI%E I SIC -303 BUILDER COPY • FLOOD PLAIN DECLARATION I declare the actual under building pe value of the proposed construct'o work uit > application number: V �� at the location of Assessor Parcel Number: 073 0M�3for the construction of an addition for '�— does not'equal or exceed the definition of "Substantial Improvement'". I am aware the building site is in a flood - plain area, even though I am not required to comply with the flood plain management criteria. Property Owner: Address:__ 72 4 PhoneNumber: C'5 -,?71-) Date: ' Substantial improvement is defined as follows: Any repair, reconstruction, or improvement of a structure, the cost equals or exceeds 50% of the market value of the structure either, (a) before improvement or repair is started or (b) if the structure has been damaged, and is being restored, before the damage occurred. NOTE: Documentation may be required to substantiate cost. G 0 0 DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone (530)538-7541 Substantial Improvement Worksheet for Projects within FEMA Floodplain APN: Existing Building: DATE: USE AREA SF -VALUE TOTAL X X = X X = X X = X X _ X X = X X = X X = Existing Structure Value Proposed Addition -Remodel USE AREA SF -VALUE TOTAL v tip x 12`13 x -154. °D _ 4-2. o0 X X = X X = X x _ X X = X X = Remodel Contract: ents Value Improvement Percentage = epprcLl 6c�( IV EO -7.2 _ ESV I.00 If improvement percentage equals or exceeds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. APPRAISAL OF REAL PROPERTY LOCATED AT: 34 Greenview Circle Lot 6, Lincoln Park Subdivision Chico, CA 95928 FOR: Client - Bright, Gary 34 Greenview Circle Chico, CA 95928 AS OF: 8/17100 BY: David B. Kelly AL004352 Form GA1— "TOTAL 2000 for Windows" appraisal software by a la mode, Inc. —1-800-ALAMODE • David Kelly Appraisals Summary Appralsal Report • Prnnaftnonrrintlnn UNIFORM RESIDENTIAL APPRAISAL REPORT Bright Flle No. 8008 Freddie Mac Form 70 6/93 PAGE 1 OF 2 Form UA2 -TOTAL 2000 for Windows" appraisal software by a la mode, inc. —1.800-ALAMODE ranine Wide rorm iuu4 0/vj Property Address 34 Greenview Circle City Chico State CA Zip Code 95928 Legal Description Lot 6 Lincoln Park Subdivision County Butte Assessor's Parcel No. 040-370-023 Tax Year 1999 R.E. Taxes 2,325.90 Special Assessments 0.00 Borrower Bright Current Owner Bright occupant: N Owner n Tenant n Vacant .. ProDerty ri hts appraised Fee Simple n Leasehold Project Type I I PUD Condominium (HUDNA only) HOA N/A Mo. Nei hborhood or Pro ect Name Butte Creek Estates Map Reference CM 17/C-5 Census Tract 0015.00 Sale Price N/A Date of Sale N/A Description and amount of loan char a concessions to be paid by seller N/A Lender Client Client - Bright, Gary Address 34 Greenview Circle Chico CA 95928 Appraiser David B. Kelly Address P.O. Box 8583 Chico CA 95927-8583 Location H Urban ® Suburban El Rural Predominant I family houAsii? Present land use % Land use change Built up ❑Over 75% ®25 75% ❑Under 25% Growth rate ❑ Rapid ® Stable ❑ Slow occupancy ® Owner PRI $(000) (yrs) 150 Low 5 One family 50 2-4 family 1 ® Not likely ❑ Likely ❑ In process 575 Hi h 35 Property values ® Increasing ❑ Stable ❑ Declining Demand/supply El Shortage ®In balance El over supply ❑ Tenant ®Nocard (0-5%) Multi -family 0 Commercial 0 To: Predominant ` 250+/- 25+/- Marketing time n Under 3 mos. N 3-6 mos. El Over 6 mos. n Vac. over 5% GolfCourse 49 Note: Race and the racial composition of the neighborhood are not appraisal factors. Neighborhood boundaries and characteristics: The subject is located in a small neighborhood of homes surrounding a private Q61f course. Neighborhood boundaries generally are Butte Creek to the north Oro Chico Hwy. to the south and west and Hwy. 99 to the east. - = Factors that affect the marketability of the properties in the neighborhood (proximity to employment and amenities, employment stability, appeal to market, etc.): •_ The subject is located approximately five miles south of the Chico city limits in a subdivision that surrounds a private golf course. Homes in the area are typically above average to very good in quality and show average to good maintenance. Many of the homes back to the golf course and have views. Schools are located approximately three miles west in the town of Durham while shopping and major employment are in Chico.. Market conditions in the subject neighborhood (including support for the above conclusions related to the trend of property values, demand/supply, and marketing time -- such as data on competitive properties for sale in the neighborhood, description of the prevalence of sales and financing concessions, etc.): Market conditions in the local area have been moderately active over the past 12 months with values showing an increase. Both government and conventional long term financing are readily available to qualified applicants. Financing concessions are not currently typical. Market times are typically three to six months. Information for PUDs (If applicable) - - Is the developer/builder in control of the Home Owners' Association (HOA)? 0 Yes El No _Project Approximate total number of units in the subject project Approximate total number of units for sale in the subject project Describe common elements and recreational facilities: Dimensions Irre ular See Plat Topography LevelfTypical Site area .38 ac +/- Comer Lot ❑ Yes No Size Typical Specific zoning classification and description R-2 Multi Family Residential Shape Zoning compliance X Legal ❑ Legal nonconforming (Grandfathered use) ❑ Illegal ❑ No zoning Irregular Drainage Appears Adequate Hi hest & best use as improved: M Present use n Other use (explain) View Golf Course Landscaping Good Front and rear Utilities Public Other Off-site Improvements Type Public Private Electricity ®_ Gas Q9 Street Asphalt ®_ ❑ Curb/gutter Concrete Q9 ❑ Driveway Surface Concrete Apparent easements Typical Utility Water ❑ Mutual Well Sidewalk None ❑ ❑ FEMA Special Flood Hazard Area Yes ❑ No Sanitary sewer ❑ Septic Street lights None ❑ ❑ FEMA Zone Zone AE Map Date 6/08/98 Storm sewer N I Alley None IFEMAMapNo. 060017 0510 C Comments (apparent adverse easements, encroachments, special assessments, slide areas, illegal or legal nonconforming zoning use, etc.): The subject is located within a100 yea;. flood zone. Typical utility easements. The subject backs to the 11th fairway of the golf course. A large levee is located alonq the west side separating the property from Butte Creek. GENERAL DESCRIPTION EXTERIOR DESCRIPTION FOUNDATION BASEMENT INSULATION No. of Units One No. of Stories One Type (DetJAtt.) Detached Design (Style) Ranch Existing/Proposed Existing Age (Yrs.) 23 Foundation Concrete Exterior Walls Wood Roof Surface Composition Gutters & Dwnspts. Facia Window Type AluminumSlider Stomvscreens Screens Slab No Crawl Space Yes Basement No Sump Pump No Dampness None apparent Settlement None apparent Area Sq. Ft. None % Finished None Ceiling Walls Floor Outside Entry Roof ❑ Ceiling Typical Walls Typical Floor Typical None ❑ Unknown ❑ Effective A e(Yrs.) 10 Manufactured House No Infestation None apparent ROOMS Foyer Livino Dining Kitchen Den Familv Rm. Rec. Rm. Bedroomsl # Baths Laundry Other Area Sq. Ft. Basement None Level 1 1 Area 1` 3. 2 '. 2,286 - Level Finished area above grade contains: 5 Rooms: 3 Bedroom(s): 2 Baths : 2,286 Sq are Feet of Gross Living Area • INTERIOR Materials/Condition - Floors Carpet/tile/Good Walls Drywall/Good Trim/Finish Paint/Good Bath Floor Carpet/Good Bath Wainscot Tile/Fiberglass/Good Doors Hollow Core/Good HEATING Type FA Fuel Gas- Condition Good KITCHEN EQUIP. Refrigerator ® Range/Oven X Disposal X Dishwasher ® Fan/Hood ❑ Microwave ATTIC None ❑ Stairs ❑ Drop Stair El Scuttle ® Floor ❑ Heated - ❑ Finished AMENITIES - Fireplace(s) # 1 ® Patio Covered ® Deck ❑ Porch Covered ® Fence ❑,' Pool ❑ CAR STORAGE: None ❑ Garage , *-of cars Attached 2 ca + - Detached Built -In Carport Driveway { Adequate COOLING Central Yes Other No Condition Good—]Washer/Dryer Additional features (special energy efficient items, etc.): Good quality berber carpeting or tile floor coverin s throw hout% marble facing on fireplace hearth; oversize two car garage with parking and separate door fora golf cart* coveredpatio* gazebo with golf course view. Condition of the improvements, depreciation (physical, functional, and external), repairs needed, quality of construction, remodeling/additions, etc.: • See attached addenda. Adverse environmental conditions (such as, but not limited to, hazardous wastes, toxic substances, etc.) present in the improvements, on the site, or in the immediate vicinity of the subject property.: No adverse environmental conditions were noted in the subject's immediate vicinity but this is not guaranteed as the appraiser is nota qualified hazardous waste inspector. Freddie Mac Form 70 6/93 PAGE 1 OF 2 Form UA2 -TOTAL 2000 for Windows" appraisal software by a la mode, inc. —1.800-ALAMODE ranine Wide rorm iuu4 0/vj Bright Valmarinnco,.tinn UNIFORM RESIDENTIAL APPRAISAL REPORT File No. 8008 ESTIMATED SITE VALUE .............................................. _ $ 100,000 ESTIMATED REPRODUCTION COST -NEW -OF IMPROVEMENTS: Dwelling 2,286 Sq. Ft. @$ 65.00 = $ 148,590 Sq. R. @$ = Porch Patio Gazebo = 15,000 Garage/Carport 682- Sq. R. @$ 21.00 = 14,322 ' Total Estimated Cost New ............................. _ $ 177,912 _ Less Physical Functional External Depreciation 17,7911 1 =$ 17,791 Comments on Cost Approach (such as, source of cost estimate, site value, square foot calculation and for HUD, VA and FmHA, the estimated remaining economic life of the property): Cost estimates are taken from the Marshall and Swift residential cost handbook and adjusted for local conditions. Land value is based on sales of bare land or from abstraction from market data. Land to improvement ratio typical for the area. With adequate maintenance the subject's remaining economic Depreciated Value of Improvements ................................. =$ 160,121 "As -is" Value of Site Improvements .................................... =$ 15 000 INDICATED VALUE BY COST APPROACH ............................ = 275,121 1 life is estimated to be at least 40 years. ITEM SUBJECT COMPARABLE NO.1 COMPARABLE NO.2 COMPARABLE NO.3 34 Greenview Circle 203 Estates Drive 152 Estates Drive 20 Dana Point Road Address Chico Chico Chico Chico Proximity to Sub'ect.25 miles +/- .25 miles +/- 4.25 miles North +/- Sales Price N/A+..1$ R 275,000 248 500 Price Gross Living Area 88.62 ++"iw;4 14 1. 10 f, :, 117.16 .. Data and/or Inspection MLS# 990627 MLS# 991224 MLS# 991998 Verification Source Property owner Doc# 50198 Doc# 41858. Doc# 29137 VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION + - $ Ad'ust. DESCRIPTION + - $ Adjust. DESCRIPTION + - $ Adjust. Sales or financing *J ;' # Conventional Conventional Conventional Concessions None Noted None Noted None Noted Date of Sale/Ti e 12/03/00 COE 9/30/00 COE 7/28/00 COE Location Suburban/Good Suburban/Good Suburban/Good Suburban/Good Leasehold/Fee Simple Fee Fee Fee Fee Site .38 ac +/- .41 ac +/- 0 .34ac +/- 0 .15ac +/- +20,000 View Golf Course Inferior +10,000 Inferior +10,000 Lake 0 Design and Appeal Conv./ ood Conv./ ood Conv./ ood Conv./ ood Quality of Construction Good Good Superior -20,000 Good Age 23 25 0 31 +4,000 10 -6,500 Condition Good Avera a +5 000 Good Good Above Grade Total Bdrms i Baths Total Bdrms Baths Total i Bdrms � Baths Total : Bdrms � Baths Room Count 5 3 2 6 4 2 6 3 2 7 3 2 Gross LivinQ Area 2,286 Sq. Ft. 2 690 Sq. R. -10 100 1 949 Sq. Ft. +8,400 2,121 Sq. Ft. +4,100 - Basement & Finished None None None None - Rooms Below Grade None None None None • Functional Utility Avera a Utilit Average U ility Average Utility Avera a Utility Heatin Coolin FA/Central FA/Central FA/Central FA/Central Energy Efficient Items Typical Typical Typical Typical' Garage/Carport 2 car plus 2 car plus 2 car plus 2 car garage +2.000 r Porch, Patio, Deck, Porch, pditio,Gaz Similar Similar Similar Fire laces etc. Fireplace Fireplace Fireplace Fireplace 0 Fence Pool etc. Good Landscape Lands/La Pool -5,000 Lands/Pool -10,000 Good Landscape Kitchen Appliances - Built-ins Built-ins Built-ins Built-ins Net Ad'. (total) 1+ + - 100 + - 7 600 + - 19,600 Adjusted Sales Price , ° ", ', '`` ` Neter of Comparable? `_.GtosS12.6x96 ;�Net2.8°� 238 300 faross+1S.1$9b 3 Nei`7 9% 267 400 0 ., ross"13.146 268 100 Comments on Sales Comparison (including the subject property's compatibility to the neighborhood, etc.): See attached addenda. ITEM SUBJECT COMPARABLE NO.1 COMPARABLE NO.2 COMPARABLE NO.3 Date, Price and Data Source, for prior sales within year of appraisal None Located None Located None_ Located None Located - Analysis of any current agreement of sale, option, or listing of subject property and analysis of any prior sales of subject and comparables within one year of the date of appraisal: See attached addenda. INDICATED VALUE BY SALES COMPARISON APPROACH.................................................................................................. $ 270,000 INDICATED VALUE BY INCOME APPROACH if Applicable) Estimated Market Rent N/A Mo. x Gross Rent Multiplier = This appraisal is made ® "as is" ❑ subject to the repairs, alterations, inspections or conditions listed below ❑ subject to completion per plans & specifications. Conditions of Appraisal: This report has been prepared at the request of the owner for presentation to Butte County. Final Reconciliation: Most weight is given to the sales comparison approach as this best indicates the interaction of buyers and sellers in the market. The cost approach gives additional support. The income approach was not used as single family homes are not typically urchased for their income producing potential. See attached appraisers certification and Statement of Limiting Conditions. The purpose of this appraisal is to estimate the market value of the real property that is the subject of this report, based on the above conditions and the certification, contingent ` and limiting conditions, and market value definition that are stated in the attached Freddie Mac Form 439/FNMA form 1004B (Revised 6/93 ). ` I (WE) ESTIMATE THE MARKET VALUE, AS DEFINED, FTE JAL PROPERTY THAT IS THE SUBJECT OF THIS REPORT, AS OF - 8/17/00 (WHICH IS THE DATE OF INSPECTION ANDE EFFE TI OF THIS REPORT) TO BE $ 2 70,000 " • , . • APPRAIS ' SUPERVISORY APPRAISER (ONLY IF REQUIRED):,, Si nature , l Signature. [];Did Did Not Name David-9-Relly Name ' ` Inspect Property Date Report Signed 9/06/00 Date Re ort Si ned State Certification # State State Certification # State Or State License # AL004352 State CA Or State License # State Freddie Mac Form 70 6/93 PAU Z Ur 2 ranine mac rums =4 6-55 Form UA2 — "TOTAL 2000 for Windows" appraisal software by a la mode, Inc. —1-800-ALAMODE • UNIFORM RESIDENTIAL APPRAISAL REPORT MARKET DATA ANALYSIS These recent sales of properties are most similar andproximate to subject and have been considered in the market analysis. he description includes a dollar adjustment, reflecting market reaction to those items of significant variation between the subject and comparable properties. If a significant item in the comparableproperty is superior to, or more favorable than, the subject property, a minus (-) adjustment is made, thus reducing the indicated value of the subject. If a significant item in the comparable is inferior to, or less favorable than, the subject property, a plus (+) adjustment is made, thus increasing the indicated value of the subject. ITEM SUBJECT COMPARABLE NO. 4 COMPARABLE NO. 5 COMPARABLE NO. 6 34 Greenview Circle Address Chico 19 Fairway Drive Chico 14 Fairway Drive Chico Proximity to Subject .3 miles +/- .3 miles +/- Sales Price N/A 249.900 332,000 Price Gross Living Area rb 124.27 138.33 0 Data and/or Verification Sources Inspection Property owner MLS# 201088 MLS# 201147 VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION + - $ Adjust. DESCRIPTION + - $ Adjust. DESCRIPTION + - $ Adjust. Sales or Financing Concessions Date of Sale/Time Pending Sale Pending Sale Location Suburban/Good Suburban/Good Suburban/Good Leasehold/Fee Simple Fee Fee Fee Site .38 ac +/- .56ac +/- -5,000 .51 ac +/- -4,000 View Golf Course Golf Course Golf Course Design and Appeal Conv./ ood Conv./ ood Conv./ ood 0 Quality of Construction Good • Good Superior -45,000 A e 23 29 +3,000 10 -6,500 Condition Good Above Average +3,000 Good Above Grade Room Count Gross Living Area Total :Bdrms� Baths 5 3 2 2,286 Sq. R. Total :Bdrms: Baths 7 3 2 2 011 Sq. Ft. +6,875 Total �Bdrms: Baths 7 3 j 2 2,400 Sq. R. -2,900 Total :Bdrms: Baths Sq. R. 0 Basement & Finished Rooms Below Grade None None None None None None Functional Utility Average Utility Average Utility Average Utility Heatin Coolin FA/Central FA/Central FA/Central Ener-gy Efficient Items Typical Typical Typical Garage/Carport 2 car plus 2 car plus 2 car plus Porch, Patio, Deck, Fire laces etc. Porch, patio,Gaz Fireplace Similar Insert Similar 2 fireplaces -2,000 Fence Pool etc. Good Landscape Good Landscape Good Landscape Kitchen Appliances Built-ins Built-ins Built-ins Net Ad'. total + - 7,875 + - 60,400 Z+ - Adjusted Sales Price of Comparable ' Net 3.2 % I Gross 7.2 % 257 775 Net 18.2 %! Gross 18.2 % 271,600 Net %! Gross % Date, Price and Data Source for prior sales within year of appraisal None Located None Located None Located Comments: Market Data Analysis 6-93 Form UA2.(AC) — "TOTAL 2000 for Windows" appraisal software by a la mode, Inc. —1-800-ALAMODE • Supplemental Addendum 10 File No. 8008 Borrower Client Bright Property Address 34 Greenview Circle Ci Chico Coun Butte State CA Zip Code 95928 Lender Client - Bright, Gary " URAR: Condition of Improvements Physical depreciation is due to age. Actual age is greater than effective age due to remodeling and good maintenance. The subject has been extensively remodeled over the past several years. Newer items include floor coverings, new tile counter tops, marble flooring in entry, new sink and toilets. A gazebo has recently been added to the back yard. Overall condition of the home is good to very good. No functional or external inadequacies were noted upon inspection. " URAR: Sales Comparison Comments A search for sales in the Butte Creek Country Club revealed no recent sales of comparable homes. Sales one and two are the most recent sales located within the Country Club. Both are well over six months old but are used due to a lack of more recent comparable sales. Sale one is located on a corner lot adjoining the parking lot for the clubhouse. A large adjustment was required to reflect the subject's superior golf course view. Other adjustments were made to reflect its inferior condition, larger living area and an in ground lap pool. Sale one appears low in comparison to other sales in the neighborhood. Sale two is located across the street from the golf course and has an inferior view. Large adjustments were required to reflect its inferior view, differing quality of construction, greater age, smaller living area and for an in ground pool. Comparable three is located approximately 4.25 miles north of the subject. It has a smaller lot but fronts on a private lake. View is considered equal and area sales indicate land values are only slightly lower due mostly to the smaller lot size. Adjustments were made to reflect its differing lot value, lower age, smaller living area and a smaller garage. Comparables four and five are pending sales in the subject's neighborhood. As they are not closed sales all adjustments were made based on the listing price. Both front of golf course fairways and have views equal to the subject's. Both were adjusted to reflect their larger lot size, differing age and differing living area. Comp. four was also adjusted for greater age and inferior condition. Comp. 5 was adjusted for superior quality of construction and a second fireplace. Sales used are the most recent and proximate available at this time and are considered to adequately support the subject's estimated market value. Adjusted sales form a range of value from $238,300 to $271,600. The lower end is represented by a sale that appears low for unknown reasons while the upper end is represented by a pending sale. Most weight is given to sales two and four, sales most similar in most respects. Due to the rising market the subject's estimated market value is reconciled to be $270,000. " URAR: Analysis of Current Agreement No prior sales or listings of the subject or comparables one through three were located within one year. Comparable four is currently listed for $249,900 the date of the current listing is 6/08/00. It was previously listed 5/17/99 for 299,000, this listing was withdrawn 9/28/99. Comparable five has been listed six times over approximately the past six years. The original listing is dated 9/27/94, list price was $350,000. The the current listing is dated 6/19/00, list price is 332,000. The subject is not, listed for sale. Comments and Conditions: This is a complete summary appraisal report which is intended to comply with the reporting requirements set forth under Standards Rule 2-2(b) of the Uniform Standards of Professional Practice (USPAP). A complete appraisal report has invoked no departure from any specific guidelines contained in USPAP. Appraised value assumes no major structural damage which would be disclosed in a current pest control report and/or roof inspection by a licensed roofing contractor. Led Paint Notice: In 4ccordance with FNMA announcement 95-15, NCUA (12 CFR Part 772.1(b) 2iii) U.S. Environmental Protection Agency (EPA) and the Department of Housing and Urban Development (HUD) have finalized Section 1018 of the Residential Lead Based Paint Hazard Reduction Act of 1992 (Title X). These rules regulate the disclosure of lead based paint and/or lead base paint hazards. Section 1018 applies to houses constructed prior to 1978 (with some exceptions) and decrees that any lead based paint and/or lead based paint hazards must be disclosed. The appraiser is not aware of any such hazards. However, ANY STRUCTURE BUILT AFTER 1977 MAY HAVE BEEN MODIFIED USING LEAD BASED PAINT. If the lender wants more information on the structure it is suggested that the client retain the services of an appropriate expert. Without the written consent of the appraiser this report may not be used for any purpose by any person other than the party to whom it is addressed. I certify that, to the best of my knowledge and belief, the reported analyses, opinions and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Code of Professional Ethics and the Standards of Professional Practice of the Appraisal j,nstitute. Davi B. Kelly AL004352 Form TADD —"TOTAL 2000 for Windows" appraisal software by a la mode, inc. —1-800-ALAMODE Building Sketch. Borrower Client Bright Proparty Address 34 Greenview Circle Ci Chico County Butte State CA Zip Code 95928 Lender Client - Bright, Gary 33.00 31.00 r 20.001 ---------- - - - - - , 10.00" Patio :10.00' 11.00' ; ; 18.00' 21.00' 22.00' , , , , , , 46.00' , , , , 7.50' Building Sketch Borrower Client Bright Property Address 34 Greenview Circle City Chico County Butte State CA Zip Code 95928 Lender Client - Bright, Gary Form SKT.BLDSKI —'TOTAL 2000 for Windows' appraisal software by a la mode, inc.— 1-800-ALAMODE SKETCH CALCULATIONS r Al Al 49.0 x 22.D = 1D78.0 43.0 x 11.0 = 473.0 EllA2 A3 21.D x 35.0 = 735.0 Residence 2286.0 Total Living Area 2286.0 A4 A4 : 22.0 x 31.0 = 682.D Attached Garage 682.D Total Garage Area 682.0 A5 : 7.5 x 46.0 = 345.0 A Porch 345.0 Total Porch Area 345.0 A6 A6 = 20.0 x 10.0 = 200.0 Patio 200.0 Total Patio/Deck Area 200.0 Form SKT.BLDSKI —'TOTAL 2000 for Windows' appraisal software by a la mode, inc.— 1-800-ALAMODE a Subject Photo Page IS Borrower Cnent Bright Property Address 34 Greenview Circle City Chico County Butte State CA Ti Code 95928 Lender Client - Bright, Gary Subject Front 34 Greenview Circle Sales Price N/A Gross Living Area 2,286 Total Rooms 5 Total Bedrooms 3 Total Bathrooms 2 Location SuburbardGood View Golf Course Site .38 ac +/- Quality Good Age 23 Subject Rear Subject Street Form PICPD(.SR —"TOTAL 2000 for Windows" appraisal software by a la mode, Inc.—1-80D-ALAMODE •~ .r'J 1 tet_ `' � � � � 1�� t. ,. CCC i. � ,• "�l .��� ti 1 ( a Comparable Photo Page ift Imp Borrower Client Bright Property Address 34 Greenview Circle City Chico County Butte State CA Tip Code 95928 Lender Client - Bright, Gary Comparable 1 203 Estates Drive Prox. to Subject Sale Price 238,400 Gross Living Area 2,690 Total Rooms 6 Total Bedrooms 4 Total Bathrooms 2 Location Suburban/Good View Inferior Site .41 ac +/- Quality Good Age 25 Comparable 2 152 Estates Drive Prox. to Subject Sale Price 275,000 Gross Living Area 1,949 Total Rooms 6 Total Bedrooms 3 Total Bathrooms 2 Location Suburban/Good View Inferior Site .34ac +/- Quality Superior Age 31 Comparable 3 20 Dana Point Road Prox. to Subject Sale Price 248,500 Gross Living Area 2,121 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2 Location Suburban/Good View Lake Site .15ac +/- Quality Good Age 10 Form PICPD(.CR —"TOTAL 2000 for Windows" appraisal software by a la mode, Inc. —1-800-ALAMODE 0 Comparable Photo Page Borrower Client Bright Prope Address 34 Greenview Circle City Chico County Butte State CA Zip Code 95928 Lender Client - Bright, Gary Comparable 4 19 Fairway Drive Prox. to Subject Sale Price 249,900 Gross Living Area 2,011 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2 Location Suburban/Good View Golf Course Site .56ac +/- Quality Good Age 29 Comparable 5 14 Fairway Drive Prox. to Subject Sale Price 332,000 Gross Living Area 2,400 Total Rooms 7 Total Bedrooms 3 Total Bathrooms 2 Location SuburbardGood View Golf Course Site .51 ac +/- Quality Superior Age 10 Comparable 6 Prox. to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Yew Site Quality Age Form PICPD(.CR —"TOTAL 2000 for Windows" appraisal software by a la mode, Inc. —1-800-ALAMODE Butte, CA, 1999-2000 - 040-37, Sheet: 1 of 1 • Copyright 0 1988-2000 Microsoft Corp. and/or Its suppliers. All rights reserved. http:/Avww.microsoft.com/Streets 0 Copyright 1999 by Geographic Data Technology, Inc. All rights reserved. 01999 Navigation Technologies. All rights reserved. This data includes Information taken with permission from Canadian authorities 0 Her Majesty the Queen in Right of Canada. m Copyright 1999 by Campusean h Micromarketing Date and Systems Ltd. Page"' • MULTI-PURPOSE SUPPLEMENTAL AD ENDUM FOR FEDERALLY RELATED TRANSACTIONS David Kelly Appraisals Borrower/Client Bright Property Address 34 Greenview Circle City Chico County Butte State CA Zip Code 95928 Lender Client - Bright, Gary This Multi -Purpose Supplemental Addendum for Federally Related Transactions was designed to provide the appraiser with a convenient way to comply with the current appraisal standards and requirements of the Federal Deposit Insurance Corporation (FDIC), the Office of the Comptroller of Currency (OCC), The Office of Thrift Supervision (OTS), the Resolution Trust Corporation (RTC), and the Federal Reserve. This Multi -Purpose Supplemental Addendum is for use with any appraisal. Only those statements which have been checked by the appraiser apply to the property being appraised. ® PURPOSE & FUNCTION OF APPRAISAL The purpose of the appraisal is to estimate the market value of the subject property as defined herein. The function of the appraisal is to assist the above-named Lender in evaluating the subject property for lending purposes. This is a Federally related transaction. ® EXTENT OF APPRAISAL PROCESS ® The appraisal is based on the information gathered by the appraiser from public records, other identified sources, inspection of the subject property and neighborhood, and selection of comparable sales within the subject market area. The original source of the comparables is shown in the Data Source section of the market grid along with the source of confirmation, if available. The original source is presented first. The sources and data are considered reliable. When conflicting information was provided, the source deemed most reliable has been used. Data believed to be unreliable was not included in the report nor used as a basis for the value conclusion. ® The Reproduction Cost is based on the Marshall and Swift Residential Cost Handbook supplemented by the appraiser's knowledge of the local market. ® Physical depreciation is based on the estimated effective age of the subject property. Functional and/or external depreciation, if present, is specifically addressed in the appraisal report or other addenda. In estimating the site value, the appraiser has relied on personal knowledge of the local market. This knowledge is based on prior and/or current analysis of site sales and/or abstraction of site values from sales of improved properties. ® The subject property is located in an area of primarily owner -occupied single family residences and the Income Approach is not considered to be meaningful. For this reason, the Income Approach was not used. ❑ The Estimated Market Rent and Gross Rent Multiplier utilized in the Income Approach are based on the appraiser's knowledge of the subject market area. The rental knowledge is based on prior and/or current rental rate surveys of residential properties. The Gross Rent Multiplier is based on prior and/or current analysis of prices and market rates for residential properties. ❑ For income producing prpperties, actual rents, vacancies and expenses have been reported and analyzed. They have been used to project future rents, vacancies and expenses. ® SUBJECT PROPERTY OFFERING INFORMATION According to The local MLS the subject property: ® has not been off eaed for sale in the past 30 days. ❑ is currently offered for sale for $ ❑ was offered for sale within the past 30 days for $ ❑ Offering information was considered in the final reconciliation of value. ❑ Offering information was not considered in the final reconciliation of value. ❑ Offering information was not available. The reasons for unavailability and the steps taken by the appraiser are explained later in this addendum. X SALES HISTORY OF SUBJECT PROPERTY According to The local MLS and TRW/Redi Property Data the subject property: ® has not transferred in the past twelve months. ❑ has transferred in the past twelve months. ❑ All prior sales which have occurred in the past twelve months are listed below and reconciled to the appraised value, either in the body of the report or in the addenda. Date Sales Price Document # Seller Buyer FEMA FLOOD HAZARD DATA ❑ Subject property is not located in a FEMA Special Flood Hazard Area. ® Subject property is located in a FEMA Special Flood Hazard Area. zone FEMA Map/Panel # Map Date Name of Community Zone AE 060017 0510 C 6/08/98 Butte Count ❑ The community does not participate in the National Flood Insurance Program. ® The community does participate in the National Flood Insurance Program. ® It is covered by a mg& program. ❑ It is covered by an emergency program. Page 1 of 2 Form MPA — "TOTAL 2000 for Windows" appraisal software by a la mode, inc. —1-800-ALAMODE r DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the, buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. *Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgement. STATEMENT OF LIMITING CONDITIONS AND APPRAISER'S CERTIFICATION CONTINGENT AND LIMITING CONDITIONS: The. appraiser's certification that appears in the appraisal report is subject to the following conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is appraised on the basis of it being under responsible ownership. 2. The appraiser has provided a sketch in the appraisal report to show approximate dimensions of the improvements and the sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. 5. The appraiser has estimated the value of the land in the cost approach at its highest and best use and the improvements at their contributory value. These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. 6. The appraiser has noted in the appraisal report any adverse conditions (such as, needed repairs, depreciation, the presence of hazardous wastes, toxic substances, etc.) observed 'during the inspection of the subject property or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (including the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. 7. The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 8. The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice. 9. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, . repairs, or alterations on the assumption that completion of the improvements will be performed in a workmanlike manner. 10. The appraiser must provide his or her prior written consent before the lender/client specified in the appraisal report can distribute the appraisal report (including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or its successors and assigns; the mortgage insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or instrumentality of the United States or any state or the District of Columbia; except that the lender/client may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. Freddie Mac Form 439 6-93 Page 1 of 2 Fannie Mae Form 1004B 6-93 David Kelly Appraisals Form ACR — "TOTAL 2000 for Windows" appraisal software by a la mode, inc. —1-800-ALAMODE APPRAISER'S CERTIFICATION: The Appraiser certifies and agrees that: 1. 1 have researched the subject market area and have selected a minimum of three recent sales of properties most similar and proximate to the subject property for consideration in the sales comparison analysis and have made a dollar adjustment when appropriate to reflect the market reaction to those items of significant variation. If a significant item in a comparable property is superior to, or more favorable than, the subject property, I have made a negative adjustment to reduce the adjusted sales price of the comparable and, if a significant item in a comparable property is inferior to, or less favorable than the subject property, I have made a positive adjustment to increase the adjusted sales price of the comparable. 2. 1 have taken into consideration the factors that have an impact on value in my development of the estimate of market value in the appraisal report. I have not knowingly withheld any significant information from the appraisal report and I believe, to the best of my knowledge, that all statements and information in the appraisal report are true and correct. 3. 1 stated in the appraisal report only my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the contingent and limiting conditions specified in this form. 4. 1 have no present or prospective interest in the property that is the subject to this report, and I have no present or prospective personal interest or bias with respect to the participants in the transaction. I did not base, either partially or completely, my analysis and/or the estimate of market value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property. 5. I have no present or contemplated future interest in the subject property, and neither my current or future employment nor my compensation for performing this appraisal is contingent on the appraised value of the property. 6. 1 was not required to report a predetermined value or direction in value that favors the cause of the client or any related party, the amount of the value estimate, the attainment of a specific result, or the occurrence of a subsequent event in order to receive my compensation and/or employment for performing the appraisal. I did not base the appraisal report on a requested minimum valuation, a specific valuation, or the need to approve a specific mortgage loan. 7. 1 performed this appraisal in conformity with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place as of the effective date of this appraisal, with the exception of the departure provision of those Standards, which does not apply. I acknowledge that an estimate of a reasonable time for exposure in the open market is a condition in the definition of market value and the estimate I developed is consistent with the marketing time noted in the neighborhood section of this report, unless I have otherwise stated in the reconciliation section. 8. 1 have personally inspected the interior and exterior areas of the subject property and the exterior of all properties listed as comparables in the appraisal report. I further certify that I have noted any apparent or known adverse conditions in the subject improvements, on the subject site, or on any site within the immediate vicinity of the subject property of which I am aware and have made adjustments for these adverse conditions in my analysis of the property value to the extent that I had market evidence to support them. I have also commented about the effect of the adverse conditions on the marketability of the subject property. 9. 1 personally prepared all conclusions and opinions about the real estate that were set forth in the appraisal report. If I relied on significant professional assistance from any individual or individuals in the performance of the appraisal or the preparation of the appraisal report, I have named such individual(s) and disclosed the specific tasks performed by them in the reconciliation section of this appraisal report. I certify that any individual so named is qualified to perform the tasks. I have not authorized anyone to make a change to any item in the report; therefore, if an unauthorized change is made to the appraisal report, I will take no responsibility for it. SUPERVISORY APPRAISER'S CERTIFICATION: If a supervisory appraiser signed the appraisal report, he or she certifies and agrees that: I directly supervise the appraiser who prepared the appraisal report, have reviewed the appraisal report, agree with the statements and conclusions of the appraiser, . agree to be bound by the appraiser's certifications numbered 4 through 7 above, and am taking full responsibility for the appraisal and the appraisal report. ADDRESS OF PROPERTY APPRAISED: 34 Greenview Circle, Chico, CA 95928 APPRAISER: Signature: Name: David B. Kell Date Signed: 9/06/00 State Certification #: or State License #: AL004352 State: CA Expiration Date of Certification.or License: 7/1/2000 SUPERVISORY APPRAISER (only if required): Signature: Name: Date Signed: State Certification #: or State License #: State: Expiration Date of Certification or License: ❑ Did r ❑ Did Not Inspect Property Freddie Mac Form 439 6-93 Page 2 of 2 Fannie Mae Form 10048 6.93 Form ACR — "TOTAL 2000 for Windows" appraisal software by a la mode, inc. —1-800-ALAMODE 0 0 uomparaDie z)aies map... Copyright 0 1988-2000 Microsoft Corp. and/or its suppliers. All rights reserved. http:/Ayww.microsafLoom/Streets Pae 1... 0 Copyright 1999 by Geographic Data Technology, Inc. All rights reserved. 0 1999 Navigation Technologies. All rights reserved. This data includes information taken with permission from Canadian authorities 0 Her Majesty the Queen in Right of Canada, m Copyright 1999 by Compusearch Micromarketing Data and Systems Ltd. g LAN REVIEW RESPONO FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the &vWcalcs. ATTACH THLS FORM TO A Copy OF Vn11Q p1 AN QFVTOW I FTTFo ANn Drn lnru Wrru ocuTcan ANn noir mi no Aue OWNERS NAME GA,r2,y DATE: 7 �/ z /o o ASSESSORS PARCEL NUMBER PERMIT NUMBER 0+c) - 370 - 023. 00-- 0sg4- RESPONSE FOR PLAN CHECK LETTER DATED: Te M AY � ?moo c7 YCQ.C� �cJ1 G<_ PLAN C E ITEM # 1 3 RESPONSE BY: , ge,+a, LOCATION ON PLANS/CALCS: �-- COMMENTS* S - ( PLAN CHECK ITEM # 4-- RESPONSE BY: f2, LOCATION ON PLANS/CALCS: A� I COMMENTS: A G v n( '.. O cateA ( PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: QS t?eN re-solvect W l `PJ t?W rU SS.r- fJeOu'n S ( a PLAN CHECK.ITEM N . RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS; Y1 eA.A) PLAN CHECK -ITEM q' RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: e w� Zvi S ha fu re d3i Q/Y� 7 Y May 1, 2000 Gary Bright 34 Greenview Dr. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-370-023 Building Permit Number:00-0594 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: I U-VV?-� Enclosed are your school fee -form. Please pay any required fees at the district office and NN return the yellow copy to the building division. Ovrn e man is in lineup for structural review. Our engineer will contact you if there are any questions regarding this review. ©LEnclosed is a substantial improvement worksheet. Please provide an appraisal by a certified 9 appraiser for calculation of the new improvement percentage. `4 Remove new AC from P.U.E. Provide an alternate location. Uh rt 1'.Q— 110 CAJW Xprovide design for bottom coprd of russes which su ort false beams. Provide construction detail of connection. �S has t vt i"2So d OWPW(L-��'rgv' a a a� specifications of AC unit with a SEER of 12. , 17--p-'rovide construction detail of attachment of deck to the house. Connection cannot be made by nailing subject to withdrawal. /� G� � �S?0-d ,CA 8. Architect of record is to provide a letter that he has reviewed and approves the truss calcs. Two drag trusses as missing from the submitted sets Enclosed with this letter is your new plan review response form. Please read the form and i 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX respond accordingly. All items must be addressed upon resubmittal. Both non-structural and structural review will need to be completed upon resubmittal and reviews are done in the order received. Please wait until you receive your plan check letter regarding your structural review before responding to list. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, J WhaWy Plans Ex ner cc: Bob Heaton May 1, 2000 Gary Bright 34 Greenview Dr. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-370-023 Building Permit Number:00-0594 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: /. Enclosed are your school fee form. Please pay any required fees at the district office and return the yellow copy to the building division. x Plan is in line up for structural review. Our engineer will contact you if there are any questions ( regarding this review. Enclosed is a substantial improvement worksheet. Please provide an appraisal by a certified praiser for calculation of the new improvement percentage. loyoode �1w �ZL/ %- �� 0-6 Remove new AC from P.U.E. Provide an alternate location. Provide design for bottom cord of trusses which support false beams. Provide construction detail of connection. Provide manufacturer's specifications of AC unit with a SEER of 12. 1115 Provide construction detail of attachment of deck to the house. Connection cannot be made by nailing subject to withdrawal. Architect of record is to provide a letter that he has reviewed and approves the truss calcs. Two drag trusses as missing from the submitted sets Enclosed with this letter is your new plan review response form. Please read the form and Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX respond accordingly. All items must be addressed upon resubmittal. Both non-structural and structural review will need to be completed upon resubmittal and reviews are done in the order received. Please wait until you receive your plan check letter regarding your structural review before responding to list. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. _ Sincerely, Martha Whitney Plans Examiner cc: Bob Heaton. 0 • DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone (530)538-7541 Substantial Improvement Worksheet for Projects within FEMA Floodplain APN: Existing Building: DATE: USE AREA SF -VALUE yo = 5-7C o z TOTAL .. x X 4 _ 123 3 .3 5 X 0C X x = X x = X x = X x = X x = lExisting Structure Value ESV): Proposed Addition -Remodel USE AREA SF -VALUE TOTAL liu'^yx 1213 x Lam}, 02 = (41-74-z 00 X x = X x = X x _ X x = X x = Remodel Contract: !U) O(DO Im rovements Value (IV): 1 :5 7 T7 Improvement Percentage = IV = 2. oC, f S� ESV V 03LQ. oc If improvement percentage equals or exceeds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. AN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form.is not complete, as to all -correction items, we will not be able to accept your' re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH TNT -C% FnRM Tn••A•i`nov ne vnorn no at - -- - • • ■...I..+ ■.a. ■ vniV OWNERS NAME VTa r n rIcraaw PHILP VK1GiNAL PLANS. DATE: &may Ap �7 ��/ /o ASSESSORS PARCEL NUMBER PERMIT NUMBER a¢o- 3;,70 - Q 23 RESPONSE FOR PLAN CHECK LETTER DATED: A -p44 (. t 7 w- a o PLAN CHECK ITEM # RESPONSE BY: A ' LOCATION ON PLANS/CALCS: ��,� z COMMENTS: /�'eo) O Neo) rOi wdf . PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: — (S 7l �a, y %� ' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 0 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITEM # COMMENTS RESPONSE BY:• LOCATION ON PLANS/CALCS: April 17, 2000 Gary Bright 34 Greenview Dr. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-370-023 Building Permit Number: 00-0594 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. The plot plan provided does not match county map for the A.P. number given on the application. Please clarify. 2. Please provide a floor plan of the existing house. This is always required when an addition is made to an existing house. 3. It appears that this addition would be a substantial improvement by definition of FEMA floodplain requirements. Items one and two above must be clarified and confirmed before the plan check can proceed. I called and left a message on your answering machine on April 11, 2000. Plan check cannot proceed without the above information. I hope to hear from you soon. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc:Bob Heaton ZZ3�' t 2s • I Zoi BSZ, oo Y=`�g � 7 Z73 u (�ofZCo Ar�`fZ�oS�� �• � �. �IoZ� Sincerely, • Martha Whitney Plans Examiner cc: Laurie Norton Nan Jones ` x ` i • DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone (530)538-7541 Substantial Improvement Worksheet for Projects within FEMA Floodplain Existing Building: APN: DATE: USE AREA SF -VALUE TOTAL X X = X X = X X = X X _ X X = X X = X X = Existing Structure Value ESV): Proposed Addition -Remodel USE AREA SF -VALUE TOTAL X X = X X = X X = X X = X X = X X = Remodel Contract: nts Value Improvement Percentage = IV = ESV If improvement percentage equals or exceeds 40 %, an appraisal is required on the existing building. Submit appraisal documents prepared by a certified appraiser. A new Improvement percentage will be calculated. If improvement percentage exceeds 50%, a substantial improvement exists. n RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: Gay P -1 Building Permit Number:. Plans Examiner: rnto A: P. Number: O q0 GENERAL: 1. Zoning requirements - (number of permitted living units). - Building permit valuation. Plans signed.by the designer. 4. Proper description of work on the application. 5. Existing violations on the property. 6. Recorded notice of violation PLOT PLAN: CR00y- Complete parcel size and dimensions. hu 2. Setbacks, side yard, easements, kc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. / Flood hazard. J�F- /rnQ�mvP�f� 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).. 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.91).. a 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped b ' dings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code sebtion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. _Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard.nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). t 2. Guardrails (Uniform Building Code section 509). 3.. Brick or stone veneer (Uniform Building Code section 1403). 4.- Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. .8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements. 13: Sound requirements. 14. Energy design compliance and supporting documentation. 15. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. - %, 17.6. Sub -Standard Housing letter. Page 2 of 2 • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY - r ' Owner: Pd -y Building Permit Number: Plans Examiner: M0 A. P. Number: 0�0' GENERAL: N . ... :. Zoning requirements — (number of permitted living units). ;- - QBuilding permit valuation. i3 Plans signed -by the designer. Proper description of work on the application. ,5! Existing violations on the property. A' Recorded notice of violation t 1 t 3-70 -.OZ 3 % .f PLOT PLAN: Complete parcel size and dimensions. . ;2'*" Setbacks, side yard, easements, etc. A • C ulfu -t Other buildings or structures. Grading, fills and/or drainage. G� n Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. X. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ' Code section 106.3.3).. 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). . 3. Egress windows (Uniform Building Code section 310.4). , Skylights (Uniform Building Code section 2409 & 2603.7). jl Glazing in Hazardous locations (Uniform Building Code section 2406). �l ` Required room sizes and ceiling heights (Uniform Building Code section 310.6). �Y GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). &' , Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). rtG�,O Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5)- 4�PLCF�. P0.6Garage firewall se aration - re ed onp c�uu garage side including supporting walls and posts(Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). XSmoke detectors (Uniform Building Code section 310.9.1). ,Y3' Water closet clearances (Uniform Plumbing Code 408.5). !'Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 STRUCTURAL DETAILS: J. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design Uniform Building Code se6tion 2320.11.3). 3. Clerestory requiring a oon framing and/or engineering. �! Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7.. Elevations and wall construction details complete enough to construct building.%? r C Roof construction details complete enough to construct building. bc ' �� 1� Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. FYI : Garage door header size(s). Porch header size(s). Jr3'Stud heights. jA' Expansive soil — special foundation design required. , j Retaining walls requiring design. 16:' Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). /2'� Guardrails (Uniform Building Code section 509). - 3..'Brick or stone veneer (Uniform Building Code section 1403). A' Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). or Roof covering type = (fire hazard). iY Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). -,W. Combustion air for fuel burning appliances — LPG requirements. . Sound requirements. UEnergy design compliance and supporting documentation. J8. Flashing at all exterior openings. ., CDF responsible area requirements. -17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 1 17.3.irk a Sprinklers required. �� + 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 1 PF -ECT PROCESSING -CORD APPLICANT: f �� h OWNER: PERMYT #: - O A. P. #: 070- Tin - ©Z �3 4 WORE: DESCRIPTION: II DAA DESCRIPTION OF STEP J I . GO l�oi COU- 12 , P 0 Col )pro 11 cue-Floo►� IcLY� � � exp ���� 6 �.�, - liFlood� �� -� % 1/ � � ed Pyre, • C c�) II 1 -G c b N-AOV- 2� -C90 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '(One form per Building) School District O ,Yj C0 UA t (-AC Building Department No. A.P. Number I J-70 -0 7-3 Jurisdiction: City j County Property Owner r r I Property Location/Address - rt&nl%( cw br Subdivision IID Lot No. Commercial/Industrial I New Addition Building poor Plans reviewed by School District Personnel) District Identification No. &= School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date LENO'My ( (App� (Street Address) (Phone Number) (City) n/ (State) (Zip Code) has complied with the requirements of Resolution No. /7D� l(� by payment of $ representing / /u square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date - I Paid by Check # ® Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm P�RMIT NO. 396-76 B,P,E,M � s J w PERMIT EXPIRES 3-3-77 OWNER -John Barksdale '-'CONTR. owner' OCATION (A.P. 40-37-23 34 Greenview Circle, -Lot 6, Chico h qtr 1/ / r . 1P i �d•,, . - 1 j16 • �, Temp. Power ole Called P &E 's y, Temp. Ele Serv. 17 jTea PG&E Serv. PG&E%� s , L (Signature) = w ;f i� v COUNTY. OF BUT -TE — DEPARTMENT OF PUBLIC WORK 'BUILDING INSPECTIONRECaRD BUILDING I BUILDING (Cont'd) I PLUMBING Setback -::5- Firewall Soil Piping Forms Parapets `—'-� 1st Floor 3 Main Bldg. Restroom Finish 2nd Floor Footings =�' '%� Windows 3rd Floor Stemwall - 6 i d i n 9 To out Slab Roof Sheathing - Water Piping �/0 6 iii Piers Roofing 41 Sewer �7- Garage Fdn. Vents lO - Fixtures 7 - Footings Garage Vents Water Htr. 7 Stemwall Prov. for physically Heaters Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas �— Slab Final D Sanitation Patio FIREPLACE Final ll � Footings /6 Footing ELECTRICAL Masonr Walls Throat Rou h41-ro-zrf Reinf. Steel Final e. '" �'✓ Fixtures d Bond Beam FIRE SPRINKLERS Motors Framing ` %6 Test Water Htr. Stucco Final Subpanels 4 C2 Mesh MECHANICAL Grd. Fault Prot. Scratch v Heating Service Brown Cooling ` �-` .-� (� Temp. Pole Finish Ducts `3 Underground Interior Lath y Ventilatio Permanent Door Closer - 8'-7 4t Final Ig "' - S1� Final L(7 6 --76, DATE r REMARKS OR CORRECTIONS i )EA5R56r-A/ � �/�, ��s�-� �`w �.�� , � Gov t. x�f��- �.� , mxc 0;5 mot - 67 i '� �v,�f/-�f� J as Cct — ON Pb2a0'es /j ��� 7 5-7� 70 ✓�� W'�f IOT t must be made on this form each time you visit the job site.) I TO: Buil cv FROi: Environmental Health - RE: Sewage and/or Water Clearance jo/ c4lL —3 0,44ER LOCATIO9 A .P�` Has been approved for: r: • 5��,JAGE D�PO �1ATER SUP?LY S95-775 ALL WEATHER INSULATION And Sound Proofing License Number 127617 2891 QUINCY ROAD, OROVILLE, CALIFORNIA 95965 PHONE: 534-8985 THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: ry• , ... axi. w..�a.�c.��.e.................................................... �!�,��1.1�...%�nr..�...5✓.�.. Chico Street 95926 Lot Number Tract No. EXTERIOR WALLS Br e kke Ente ris .. Manufacturer ...........�'�.......��..... Thickness/Type ..�...5�$....... R Value .........:...... UFC FOAM CEILINGS ./�/J`�anufacturerf z.Ga,4V..... Thickness .......Ir ..:........ R Value ...../ c Jl........ Blown: Manufacturer ................................. Thickness ... No. Bags .. ...........Wt./Bag ............... Sq. Ft. Covered ........x..7.5..... R Value ...../2 E ... ...... FLOORS Manufacturer ........................ :........ Thickness/Type ......................R Value............................... SLAB ON GRADE Manufacturer ................................ Thickness/Type ....:................ R Value .............................. Width of Insulation ......................... Inches FOUNDATION WALLS Manufacturer................................. Thickness/Type ..................... R Value .............................. GENERAL CONTR CTORL......![J.ntk;. a :. ............. LICENSE NUMBER l.7 7.... BY .:.. ....... .... .... ....G-/ ............................. TITLE -Pt, "?.G��........... DATE .�..:..�7..`�: zT�...... INS LATION CONTRACTOR Aj; ,..Weather Insulation LICENSE NUMBER ..127617 BY .......Vihy.Cly... ?1AI0,P§ ....................................... TITLE .... RWJ2er............... DATE ......3-�-.7.a.......... Lv OF COUNTY OF BUTTE —t DEPARTMENT OF PUBLIC WORKS 7 County Center Drive —-0roville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT autHC)r Ze rePrUS eJerltaVeof the County of Butte to enter upon tete above-mentioned property for inspection purposes. X Date ^!Z Signature o Permitee or Agent Receipt No. White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have bepaid. DIRECTOR UB. LIC WORE '744S BY Date wilding permit expires Date `�� BUILDING 11 Owner & A/ P r k.5 1 SO. FT. OCC. BUILDING VALUATION 639 _T L^— 6 Mailing Address BN t �LJ Clwc L %e— Telephone No. -ode 6 X 6 a Fireplace IS,00. 00 Contractor Total Valuation Mailing Address Permit Fee a Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ CrS S7 iio Building Address r�ax� JttJ C YCL PLUMBING No. @ FEE PERMIT FILING FEE e $3.00 .00 Each Trap D 1.50 Repair drainage or vent piping 1.50 / 0(&Z� Water piping d 1.50 Each gas water heater or vent 1.50 O — A. P. No. 416 — 3 7Z oning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Sa n Fire De F' eZpAe EGA Parking Parcel Par el a 60' Plans Declaration l _07Porcel Use Permit R/W Im pro ements Building sewer 5.00 Lawn sprinkler system 2.00 . DO �� Bidg. Plans Recd pproval Plans Approval Permit Fee $ $ Q NEW � ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEEPERMIT FILING FEE $3.00 oU Main service 600V OR LESS v 5.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 4,1 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service 1100EAMP OR LESS 25.00 -Main service EA. ADD'L 100 AMP 1.00 . &) NEW CONST ( / OR ADDNS. ACCLBLDG OCC 7 22S q ft NEW CON5TR. (MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS & NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: // /� /� ) J hAU 37 r Kr cl o I �� Ex. Occup(OUTLETS OR FIXTURES)@�7aQ BAL C'%1 (FIXED APPLNS. OR Ex. Occu p• l OUTLETS (RE51D,) EA) Temporary service 10.00 0.00 Mobile Home Facilities 15.00 License No. Classification a z Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. Iermit is issued certify that in the performance of the work for which this p employ an y y person in an manner so as to become subI shall not emto subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No.1 @ I FEEPERMIT FILING FEE % $3.00 .vo Heating i.7,0,000 T Cooling X) Ventilation %� 00 Hood 2.00 Permit Fee $ TOTAL PERMIT FEE $ O o2 O autHC)r Ze rePrUS eJerltaVeof the County of Butte to enter upon tete above-mentioned property for inspection purposes. X Date ^!Z Signature o Permitee or Agent Receipt No. White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have bepaid. DIRECTOR UB. LIC WORE '744S BY Date wilding permit expires Date `�� RM NO. 481-82B PERMIT EXPIRES 3/1/83 OWNER' L. SAUNDERS CONTR. Elvin Springer ASSESSOR PARCEL 40-37-23 LOCATION 34 GreenviewLane, Chico .1F , �S e � 91r Temp. Power Pole Called PG&E Temp. Elec. Service I Called PG&E Y Temp. Gas Service Called PG& E JOB FINALED (Date) Signature V = OK 0 = Not OK Not Applicable MOBILEHOMES * = Not Ready - r MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) G.. ,;xcept t; 1.` Zoning Requirements -Setbacks -Easements 2. Soils;,Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/- / Amp -Concrete 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enc.os.res 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/' /"L"ft./ /"LPG 7. Utility Clearance 6. Carports; Windows -Doors 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI ' Date MOBILEHOME INSTALLATION (Plans) OK except q's Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10, Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card-BIDate Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date �?�OG _ �QK,-` O = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) � Not Ready /& v Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Fig. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe: Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector _ 14. 15. Water Ht.; Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. 19. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails _ 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. 73. Insulation -Foam -Looked in Attic ❑Yes` Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, Insulated Neutral ❑Yes El No 75. Following instld.: Drive E] Yes ED No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing -- 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Card B -I Date_ Card BI Date Date Card -BI Date 81. Ventilation throughout House 82. Glass Protection Date MECHANICAL (Permit) OK except q's 31, A.C. Ducts; Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ ---33.-Condensate-Drain & Overflow; Size & Grade t _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic --- ------- Card -BI Date Card -BI Date Card -BI _ Date _-_ Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except U's Comments at Final: 36. Sills; Proper Material & Anchors _ 37. 38. 39. _Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing___ Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties -Perlin -Root Brac.-Truss-Shthnp.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat _ 45. 46. Attic Access; Size & Rom ex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) •��"� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-275?. 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise -- Phone: 872-2961, Ext. 57 CORRECTION NOTICE c— n [Kell A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please.notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector___ Date Hyl ���•r�l/i��/ �ti- s9,/�2ox �D �i I �eL 7 aLG� -- 7 ' 1 .. • , . ' L ' � .� .t. .. .. y T , ' J. - - 4 •� .' - - V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P IT N 7 County Center Drive - Oroville, California 95965 - Telephone 916/534- 41 APPLICATION AND PERMIT ' ASSESSOR P CEL NUMBER Q �3 ZONING BUILDING PERMIT OWNE TELEPHONE SQ. FT. OCC. BUILDING VALUATION V OWNER'S MAILING ADDRESS /y T'f?AR'S NAME(' � U/11`1 I J e,%Opt. i�iV TELEPHONE n 66 S - CONTRACTOR' 1VIAI LING ADDRESS 6Syy11 � L�1%(i{/ ®f� /tV /j [ L Fireplace CONS_ TRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER - LICENSE No. Plan Checking Fee ,$' t7r Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS - PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 CA f Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 -5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work: A 941 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 001100 AMP ORS Main service SLESS 5.00 .�A3� Main service EA. ADD'L 100 AMP 2;50 NEW CONST.( DWELLING OCCUP.01% OR ADDNS. ACC. SLOGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode and my license is in full force and effect. License NoO �� Classification ❑ I,,as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner,' am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT R. BRANCH CIRCTITS 2.50 ea NEW CONSTR I POWER APPARATUS S NON•RESID. %SINGLE OUTLET CIR. so@z# Ex. OccupOUTLETS OR FIXTURES ggLP1OS FIXED APPLNS. OR Ex. Occup.(ouT LETS (RESIT.) EA, 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I .declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate onsent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against which may in any way accrue all liabili iogs, judgmerits, costs--andahe granting agains d County ' con �ence the granting of this permit. / L Date Signature of A lican wner g pp ❑ Contractor ❑ 'Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ occuP. GROUP I TYPE OF CONST. PARCEL PO HD IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DfIt i"/V' R OF PUBLIC BV PERMIT XPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Dat f ?s 1 Receipt No. ®r` WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT CLAIMANT: awd* Of - je3utm OROVILLE, CALIFORNIA GENERAL CLAIM Holiday Pools ADDRESS: 1170 E. Lassen Ave. CITY & STATE: Chico, CA. 95926 IMPORTANT: September 18, 1979 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner (Dr.Francis Saunders) deckbd not to build pool. arm - , , - Receipt #185443 - AP 40-37-23) Building permit fee ----- $64.00 Retain 1/3 of fee ------- 21.33 Amount of refund due --------------$42.67 - � Plumbing permit fee ----- $ 7.50 ------ Retain filing fee - ----- 3.00 Amount of refund due --------------$ 4.50 -- Electrical permit fee --- $ 9.25 Retain filing fee ------- —3.UU- Amount of refund due -------------- 6.25 TOTAL REFUND DUE ------------------$53.42 ----- _-.--- I $53.42 TOTAL $53.�2 I, the undersigned, declare "under penalty of perjury that the services or articles claimed have been performed or delivered, and that this. claim is true and correct as stated. Datedthis ................................... day of ............................. 19....... at................................. Calif..................................................................................... Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that.there is a Budget AppropiiationO or Specific Board ApprovalQ (Checkone) for the same. Datedthis .................................... day of ............................. 19......, at .............................. , Calif..................................................................................... Department Head or Authorized Deputy Dept. Exp. Code............................................ Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY VENDOR CODE DEPT. & SUB. PROD• SUB. OBJ. CLAIM NO.. INVOICE NO. .INVOICE DATE DISC. GROSS AMOUNT ENCUMB. SUB -DIST. L t INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized; "giving dates and character of service rendered' or work-pecfoimed,- quantities, 'de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant_ and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. _ - -- Claims should be presented to, officials for approval immediately upon completion of services reque-sted or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. 1 -76 PERMIT NO. 00, 7196-78B P E en -A) i PERMIT EXPIRES OWNER Dr. Francis L. Saunders K ?, CONTR. Holiday Pool s , . Chinn ZA-37-23 LOCATION (A.P. ) 34 Greenview Cir., Butte Creek Est., Chico i� s i, Temp. Power Pole Called PG&E Temp. Elea Serv. ! Called PG&E Temp., Gas Serv. Called PG&E JOB FINALED (Date) (Signature) ' r3 COUNTY OF'BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD ' BUILDING BUILDING (Cont'd) PLUMBING Setback Forms Main BI Footi Piers Garage Footi Stemu Slab Carport Footi Slab Patio sorry Walls Relnf. Steel Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Sidinq To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters Prov. for phsically handicapped Conformance of ex. structure Appliances Gas Piping& Test Temp. Gas Final Sanitation FIREPLACE Final Motors ELECTRICAL Stucco Final Subpanels Mesh MECHANICAL Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS +» 7 County Center Drive - broville, California 95965, Telephone: 534-4541 'APPLICATION AND PERMIT OU ll IUI ILU It7NICDCIItotIVCA UI Lilt;L,Uune ty UI DUtALU enter upon the above-mentioned property for inspection purposes. r iXG! /��G �3� �� Date I, / d Signature of Permitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREPOR OF®PLIC WORKS 3y D//ate Building permit expires Datev BUILDING Owner Dre MALLS 5 A OWN65P S SQ. FT. OCC. BUILDING VALUATION Mailing Address > o -e Telephone No. Contractor OL/D,4) /b Mailing Address /7Q E S y - Fireplace Total Valuation �O Telephony No. Permit Fee 'Building Address Plan Checking Fee &/or Penalty Permit Fee S/ PLUMBING No. @ FEE _ affr PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. _ .`f - - Zoning &Panning Water piping 1.50 S Each gas water heater or vent / 1.50 Std s / �rC. SaCk n Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 SCr EQA Parking Pians ParcelEach Declaration I Parcel Ma 60' R/W I Impr ements additional outlet .30 Building sewer 5.00 Bldg. 441ecd L Parcel royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee -0 , $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 O o Main service 600v OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 RI VA / lj'' Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OCcUP. 6\ 20sgft OR ADDNST CONSDWELING ( ACC`BLDGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: y Hal- //-),A NEW CONSTR (MULTI -OUTLET NON-RESID BRANCH CIRCUITS) 12.50ea NEW CONSTR POWER APPARATUSb, NON.RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES 5 L� Ex. QCCU // FIXED APPLNS, OR p•( OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. ��z�2 Classification ["= S3 Misc. Wiring C 6.25 a� ESP A/ )V O O L- ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 19.1,2s WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ®I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ OU ll IUI ILU It7NICDCIItotIVCA UI Lilt;L,Uune ty UI DUtALU enter upon the above-mentioned property for inspection purposes. r iXG! /��G �3� �� Date I, / d Signature of Permitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREPOR OF®PLIC WORKS 3y D//ate Building permit expires Datev LONGFELLow LUMBER. CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 N Customer: Address: AN: t k K70VED E] APPROVED WITH EXCEPTIONS AS NOTED p REJECTED - RESUBMIT Reviewed only for general ooagdlUM with the dei eewith % epliaaca with y� in the contrsat dDounents. Any sctios Shown is subjeEt 1A the requiremeft of the plass ad Vwifications. Goo actor's responsihllRy IacM►des, but M mitsd to di=10' m which 3Wb1 be nfirmed rad asetsatad by Cel► tractor at the job site; fabrtcatioe pro cesses and techniques of constttre� tion; coordination of his work w1ED that of all other trades and salt factory performance of his nolle ERT B. HEATON Architect INC. t \ 0 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 016) 387-0116 Timber Products Mn Ij P.O. Box 20455 TM&�', Portland, OR 97220 APPROVED (503) 254-0204 1 L,ONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue - Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, _ ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) Cl Do review the HIB -91. Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do _call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval .from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. BALLOON FRAMED WALLS R1B R2 R1 AJ ffE 09U ,.. AIA I Scole: 1/8" - 1' A.Ppri0VELj' JOB N0: BRIG0329 PAGE N0: 1 OF 1 !ABLE ENO DETAIL S1ROlGBACK (NAIL 10 LEOGEI (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2-I0d NAILS) (K) SPACING FO; REFER TO SI PRODUCT All A35 IFI FI I 11115 DWG PREPARED FROM COMPUIFII INPur EI OROS A I)IMFNSIONSI SMRMI IFf1 RY TRMcc MrR (SI ) (M) 2X4 F.L. OR H.F. 12 OR \ / BTR, SIP,OFGBACK BRACE ',I KUNLiUALr, BRACED AT 55' O.C. (C) 1X4 CONTIFRIBIIS LATERAL BRAC114G FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH GRACE /2-8d CCOHHBN NAILS. 24' MAX GABLE ENO I \sl 1\ \ \ \ \ cHl )I (PI) PEAK PLATE TO MATCH CUM" TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 02 Hill. (SI) SPLICE PLATE 10 14ATCII COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) HEEL PLATE TO MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (D) OPTION 10 WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA,) l0ENA1LEO THRU CHORD IN10 WEB 6 lHRU WEB INTO CHORD 010 COE FACE FOR A ]DIAL OF 6 STAPLES. (PI), I SI ) 6 (III ) MUST BE PLATED. (G) GABLE END OESIGI BASED ON 75KPH WIND LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• 8-1-0 3X4• 13-6-0 DUTLOOKER HEIGHT. , PLT TYP. Wave TPI -95 R Design Criteria: TPI-95(STD Q Q 0 Q ••YARNING•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND B0. ACING. 11SM 10 NIB•91 (NANDI IXO INSIAIIING AND BRACING). PUBIISNtO BY tPl •(TRUSS PLATE O Q IXSII TOIf, SB7 O'ONOF IO D4., SUI IE t00, MADISON, Y1 6]119). FOR SAF[IY PR AC►ICES PRIOR 10 ►INFORMING INES[ FUNCIIONS. UNLESS OIHt0.V IS( INDICATED. 10P CHORD SHALL HAVE PROPERLY ATTACHED Q Q SIRUCTURAI PAWCLS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CI(LING. ••IMPORTANT'• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O ALPINE � A _T PR ODUCIS. INC. SNAIL NOI B[ RESPONSIBI[ FOR ANY DEYIAI ION FROM INIS DESIGN: ANY FAIIUR( 10 BUIlO IX( IRU S3[S IN CONF0A k E YITN 1P 1: OR FABRICATING. HANOlINO, SHIPPING. INSTALL At10N OR BNAC10.0 OF TRUSSES. THIS DES CONFORMS VIIN AP PI [CAB 11011SIO1 S OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND I0. AP1. AIPIN( OF 1OOA M A663 1 GALT. Z�T�RUS�S ^�---7 EACH FACE SOF XIRUSSt AI NLES STOIHE0.Y13('lOCA 1[0 On THIS THIS( BEST ON,I $ POSITION CONNECTOR$ PERL CO IO �1 1----1 `J OIS f AIN(GIRUSS OCP ICI[0 H(R[AAXD SIIAI IXNOtE BC , RETIED UPONNIN ANYYO TH[RING PYAY`S ONLY 10 THE DESIGN' OUTLOOKER CRITERIA ,1 S . 3.5' MAX. TYP. IIOTCH a 24' D.C. 1.5' MAX.' 12' HIM 24' MAX 2X4•F.L. LIMBER GRADES MAX. LENGTH WITHGUT BRACING (N ) MAX. LENG W/ SIRONGBACK BRACE ( S ) STANDARD 5-11-0 11-10-0 DATE 03/19/98 DRW CD112 SEQN - 25458 DUR.FAC. •1.15 ql 7-9-0 15-6-0 /1 L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESSlpyq W 9A yc * fIL ��P 'ALIf�� TC LL TC DL OC DL BC LL TOT.LD. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW CD112 SEQN - 25458 DUR.FAC. •1.15 FROM POC SPACING (BRIGO329-GARY BRIGHT / ADDITION Al SCISS) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard c-'_ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co L� co co 0 z W2.5X4 0 N 5 r v N:a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.20• DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00° OC, BC 0 72.00. OC. W5X4 Em C=)- �3 3`• 9=4A i W1.5X4 A W1.5X4 Q 8-0-0 Iia CM3 W3X6(Al) s W3X6(Al) E� z z L*2-6-0� (c2_6-0� ITE COUN i r.. .� 13-0-0 aE 13-0- 26-0-0 Over 2 Supports . 8.988 W5.5' .. � ®,� R•988 W-5.5'APPRO �•'4 iy C2 d' PLT TYP. Wave TPI -95 R Oes1 n Criteria: TPI STD CA - 1 - - - F Scale —.25° Ft. • C - 11ARNING TRUSS[3 UMM[ EITN[NE CAN[ IN FABRICATION, HANDLING. SNIPPING. 11STAlLING AND BRACING. AElER TO N1B•1] (1A101111G 115TAll IRO ND BAACi1G). ►UBL ISIED BY TPI (TAOSS PLATE SAFETY FOR PRACTj Sol. VI 537 ]CMOND ST TOTE. ESSE ATTACHED �1� 04-r w TC LL 16.0 PSf 10.0 PSF REF 8427--51216 DATE 03/31/00 C= N iENI0u110 THETO FUNCTIONS eDILESS OTIGWISIINDICATED TOPI SAALI ( PROPIRLf STRUCTURAL PANELS. BOTTOM CAOAD SHALL HAVE A 'lapel LY ATTACKED RIGID CEILINS. TC DL -1MPORT0k1fT-- FOSSILS A COPT Or THIS DESKS TO 711 INSTALLA7108 CONTRACTOR. ALFIN[ INSINIIAIO BC DL 7.0 PSF DRW CAUSR427 00091004 C-1), PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All/AILORE TO 11ILO THE TRUSSES IB CONFORMANCE KITH TPI: OR FABRICATIAO. HANDL110. SSIP►INO. INSTALLING AN DDB BC LL 0.0 PSF CA -ENG AEB/GWH ALPINE UACIU OF TRUSSES. THIS DESICN CONFORM PITH APPLICABLE PROVISIONS Of ROS (NATIONAL DISI ' , 3f ECIFICATIOB PUILISNED O TNI MINICAR FOREST ASD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS YE OI OF LOU ASTM ASSB 4440 IALV• STEEL. ESCE►T AS SOTED. APPLY CORNECTOIS TO,- MA COIO[CTORS PEA a r 31 20 0 * IT TOT. LD . 33.0 PSF SEON - 16238 tips I• je�' �P��on. br- EACH FACE OF TINSS, AND CRESS OTMANISE LOCATED 01 THIS DEBT"- POSITION DIAMINES.100 A-1. 1 (SEAL 0A TRIO ORABIK 11DICATEf ACCIPTABC[ OT IROFESS101A1 E1GUE(1p6 RESPONSIBILITY SOLIIT COR THE TN/SS COM►4IE91'DLSION "BROWN. TOT SUITABILITY AND USE W TS1i c01voN(RT FOA AST Pon ULM BUILDING 1S THE RES►OMIOIL1Tf Of THE BUILDING DESIGNER. Pu ,,pp - y C - QQ DUR _FAC . 1.•25 FROM KD . SPACING 24. DN MT1/T►I 1.1!!S i9CT10N E. ' H [GO329-GARY BRIGHT / ADDITION - fOTCI AIA DR TOP CHORD 20 DF -L #1 pOT CHORD 20 OF -L #1 N WEBS 20 OF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Na.: (TRUSS TRANSFERS 6).O0, -IF ALONG TOP CHORD THROUGH TRUSS TO ORT(S) WHERE INDICATED. DIAPHRAGM AND ONNECTIONS ARE YO BE DESIGNED BY ENGINEER OF RECORD. CCD co OTE: THIS TRUSS IS DESIGNED TO SUPPORT 24. OUTLOOKERS z AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS 00122 OR C0123 FOR GABLE REQUIREMENTS. (K) 2X4 OF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES ® 24•ot. THROUGHOUT PLUS HEEL PLATES AS SHOWN. H A O a A W a W fsT VIJA7 0 z z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR (T)NEGATIVE REACTIONS (Rm-435# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 1909.154 ** SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4- AivA +8-0-0 �2-6-0� �2-6�i^ LN . 13-0- 13-0-0 -Bli Over 1 SupporC23 fiiPW R-244 PLF W -26-0-0A o. Rh -r/-62 PLF OVER 26-0.0 PROVED m !9 !7 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP.' Wave TPI -95 R Design Criteria: TPI(ST CA - 1 - - F C� C [� N - m cd A l PINE •••r-T,_'�'a""�c aN®w ••vARN(ND" TNGSKS REQUIRE EXTREME CAME If FABRICATION. MAbLING. SNIPPING. INSTALLING AND BRACING. REFIR TO YIB•91 (HANDLING INSTALLING AND BRACING). NOALISMED BY TPI (TRUSS PLATE INfTITNTt. 503 O'NGOFR10 OIL. fUllt 200. IuDIfOS, YI 577IN). ►NG SAFE TV PRACTICES PRIOR TO PERFORMING TREK FINCTIONS. OlLtSS OTNERVISE IRDICATIO. TDP CAGED SHALL HAVE PROPERLY ATTACHED STRUCTURAL ►ARILS. BOTTOM CHORD SHALL GAVE A PROPERLY ATTACNEO RIGID CEILING. ••1MPORTANT^ IgSIS1 A COPY OF THIS DESIGN TO THE IISTALL►TION CONTRACTOR. ALPINE fSSINfINED PRODUCES. IRC. STALL BOT B[ R[SFOIf IIIc IDR ANV OEr1AilOB FIOM ttllS DESIGM; AMi FAILURE TO BUILD TME TSISSIS IN COAFORHANCt MITI T►1; OR FABRICATING. HANDLING. SNIPPING. INSTALL).' NGACTRf OF n9f3[f. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (RATIONAL DEfIG CONNECTORSFECIF IS ARE DMAOtSOF to"D By THE ASIR ASS3ALANDMEST AMD PAPER HALT. STEEL. 110EFTIAS NOTIO.D TPI. ALPINE APPLY CORRECTORS TO DfACRAM FACE OF 4 1.L, AIU SlAt 1 OTHERWISE I LOCATED N THIS DESIGN. POSITION ESSIONAL I PER THIS DEWII'f IBO.A 2. THE SEAL 01 SSIf MPONENT DEDICATES 1111 ATHE OF IAO►f33I0AID USE GES►OISIBII ITS SOLELY FOR THE TIDu t9wNGEST DESIGN SNOAN THE SOITAA 1l1il u0 USt OF TMif COS►OSENT FOR All PARTICULAR BOIIDItG IS TGt RESPONSIBILITY GF THE BUILDING OLfICB[E. PER USIITPl 1.1995 SECTION 2. W. � Mar 31 2000 * �/� TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF B C LL 0.0 PSF TOT.LD 33.0 PSF p. DUR . FAy . 1 i 25 SPACING 24.0' Scale-.25N/Ft. REF R427--51211 DATE 03/31/00 DRW CAOSR427 00091005 CA -ENG AEB/GWH SEQN - 16243 FROM KD IG0329-GARY BRIGHT / ADDITION - IDTC1 AIB ITOP CHORD 2x4 DF -L #1 ROT CHORD 2x4 DF -L #18Bet. N WEBS 2x4 OF -L Standard :W2. W3. W4 2x4 DF -L #I: 1-1 Lr.) LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 61. IIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. Co C �;ALCULATED VERTICAL DEFLECTION IS 0.79" DUE TO LIVE LOAD .IND 0.38" DUE TO DEAD LOAD AT X - 13- 0- 0. 0 zNOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. '* THE MAXIMUM HORIZONTAL REACTION IS 1909.42# ** W3X4 o r W3X10 A ra a (K J 3 L1. 0 a W3X10 W3X10(Al) vao x c7 x THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0—g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CALCULATED HORIZONTAL DEFLECTION IS 0.49" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. SEE DWG GBLLETIND699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 6 .00 ALONG TOP CHORD THROUGH TRUSS TO ORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W6X6 = A�z AJ RE WLWI x 42-6- L*2-6-0� 13-0-" 13-0—" L i LHNG DEPA MEP,. 26-0-0 Over 2 Supports '( R-2054 W -5.5'V ED Rh -1909/-1909 R-2054 W-5.5' Note: All Plates Are W1.5X4 Except As Shown. d' no T rvn 114.-A, er..eww06 Lt.... TDI-GCLD O C 0 N C-) ALPINE I9M&OC9Yq CA 9lot vJIININZIVO� WARRING'• TRUSRESREQUIRE EIT29HE CAME 11 FABRICATION, MANGLING, SNIPPING. INSTALLING AID GRACING. IErC1 TO MIN -91 (NANDLII6 INSTALLING AND ENACING). PONLISNED BY TPI (TRUSS PLATE INSTITUTE. in D•OIDFRIO OR.. SUITE 200. "DINH- Yl 7)719), FOR SAFETY PIACTICES PAIN TO PERFORMING TIESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED - aD W, N TC L L TC DL 16.0 10.0 PSF PSF SMOCTONAL PAIELS. BOTTOM CHORD SHALL RAIE A PROPERLY ATTACHED 41910 CEILING. IMPORTANT" FURNISH A COPY OF TITS OESIGI TO THE INSTALLATION CONTRACTOR. ALFINE EIGINCENED PRODGCTS. INC. SMALL NOT Of RESPORSIRLI FOR ANY DEVIATION FROM THIS DESIGN. All /A.L. TO GUILD LIE IIGSSIS 11 COIFOARAICE WIT% IPI: OR FABRICATING. HANDLING. SHIP►UO. INSTALLING AN BRACING Of I USSES. TNIS DESIGN CONFORMS WITH APPLICAMLC PROVISIONS OF IDS (NATIONAL DISIG IUS. EASSOCIATION) ASO101. ALPINE CANNFCTDNSARE MADE Of 10NA ASTI ASS) GAO HALTTIEL. 11CIPTASN TED.APPLY CORRECTORS TO EACH LACI Of TRUSS. AND UILISS OTHERWISE LOCATED OG THIS DESIGN. POSITION CORNICTORS PER OBAM116S 160 A4.THE SEAL 01 TRIP oMUAM;" INDICATES ACCEPTANCE Of /RofEss101AL eIGINIIRINI RESPONSIBILITY SOLCIY FOR TIE TRUSS COVOIENT DESIGN S110%. THE SURABILITY AND USE Or THIS 5 i ar 31 200 �► B C DL B C LL TOT. LD. 7.0 0.0 33.0 PSF PSF PSF DUR.FAC. 1 .25 SPACING 24.0" -- CON►GNEIT ION AIT PARTICULAR BUILDING IS TME RESPONSIBILITY Of THE BUILDING DESIGNER, PER 11S1mi l - TOUR SECTION 2. Scale-.250/Ft. REF R427--51218 DATE 03/31/00 ORW CAUSR427 00091006 CA -ENG AEB/GWH SEON - 32836 FROM KO tIG0329—GARY BRIGHT / ADDITION - A2 COM DRAG) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 20 OF -L #1 BOT CHORD 2x4 DF -L #16Bet. cNl�T WEBS 2x4 DF -L Standard 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C.0 PSF BC LIVE LOAD PER UBC. Ca ca E- C-> .a Ll C� a i1. A W a �; wsa�(nt1 sa z z W NEGATIVE REACTIONS (R--188$ MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. ** THE MAXIMUM HORIZONTAL REACTION IS 3224.43# -- IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC 0 72.00" TRUSS TRANSFERS 104.00 P ONG TOP CHORD THROUGH TRUSS TO (S) WHERE INDICATED: DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X4 - AZ +"-0-D 42 - 6 C-OV.-wo-jrT.E COMf 13-0-0 1 13-0-0 _I Iidol 26-0-0 Over 2 Supports - 5.5- - a Rh -3224/13224 R-1173/-189 4-��s Lei ti STD CA - 1 - - F Scale —.250/Ft. PLT TYP. Wave TPI -95 R Design Criteria' TPI O 'YARNING••TRUSSES ACQUIRE 1911101 CANE I/ FABRICATION. KAIOLING. SII"INO, INSTALLING AND BRACING. if IN TO 818.91 CBALDLIIG INSTALLING AND BIACINB). PURISIED BY TPI (1NUSS PLATE . FOR SAFETY ►RACTICES F4104 TOPACK1lT Qi.r W. TC LL 16.0 PSF OL 10.0 PSF REF R427--51215 DATE 03/31/00 O N PERFIORMING TNEEE FUNCTIOND'ONWRIOS. UNLESSTOSUICTB[IVtoo.ISE INDICRADISON.ATED. TOP CHORD SHALL HAVE53119) ATTACKED STRUCTURAL PANELS. BOTTOM CNDID SBALL RATE A FROFERLT ATTACKED RIGID CEIL110. pF¢ TC ' - IMPORTANT-• IURIISY A COPY OF TRIS DESIGN TO TIE INSTALLATION CONTRACTON. ALPINE 116,11,110 BC DL 7.0 PSF DRW CAUSR427 00091003 M PRODUCTS. IIC. iNALt NOT RE 1E2P01SIBLE FOR MT DEVIATION FROM THIS DESIGN. ANY 1111.1t, TO 80110 TA[ TRUSSES IN COIFOIKANC[ IITB TPI; OR FAIRICATUB, IARQLIN9. SIIPPIRG. nn"LIIG �Q$ BC LL 0.0 PSF CA -ENG AEB/GWH szki A L PINE BIAC I/t Of TIUSSES. THIS DESIGN CONFMI MITI APPLICABLE PROVISIONS OF RDE (NATIONAL BEST SP[CIFICATIOA FU8l1GNED NY TN[ AMERICAS FOREST AND PAPER ASSOCIATION) AID TPI. "Pill CONNECTORS ARE NIDE Of 10GA AM AGS) GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONRICTOIS TD a r 31 200 +t * TOT.LD. 33.0 PSF SEOh - 16240 [ACA FACE 0► TIOSS. AN MISS OTHERWISE LOCATED ON IBIS DESIGN. P011I108 CONIECTOIS PIR ,p � Alpine Eb SR m1gCA4liZY "� DA11Ylgf IGD A• TKI MAL 08 THIS DRAKIBG INDICATES ACC[PTALC[ Of PROFESSION" [NU1EERRIN9 I[SfONS IL II ITV EOLCLY FOA Til TAUSS 0WONEAT CIS Go S80YN. M SNITABTLITY AID OSE OF TRIS COR►ON[NT FDA ANY PARTICULAR BUILDING IS TRE RISFOISIBII[TV Of TRI BUILDING DESIGNER. mt A13111►I 1.1995 SECTION 1. y L DUR.fAC. 1.25 FROM KD SPACING 24.0• This safety alert symbol is used to attract your Ifattention! PERSONAL SAFETY IS INVOLVED! When 11 you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could q result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer (builder, building contractor, licensed contractor. erector or erection contractor) to property receive. unload, store, handle. install and brace metal plate connected wood trusses to rotect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised A; to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUS&PLATE INSTITUTE 583 D'Onofmo Dr., Suite 200 Madison, Vrisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application of reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright C by Truss Plate Institute, Inc. All rghts reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with desigr drawings prior to installation. x(TRUSS STORAGE. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. A', CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. ®.I WARNING: Do not break banding until installation DANGER: Do nottstore bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do notbreak bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ,IA- DANGER: Walking on trusses which are lying flat A is extremely dangerous and should be strictly 1prohibited. Frame Up to 24' 1 3/12 8' 1 17 1 12 1/4" Over 24' - 42' 3/12 1 7' 1 10 1 6 36" Over 42' - 54' 3/12 1 6' 1 6 1 4 4' Over 54' See a registered professional engineer 72" DF - Douglas Fir -larch SP - Southern Pine 1-3/4" HF - Hem -Fir 96" oy SPF - Spruce -Pine -Fir '4ti 0 8' 108" 2" 1. , IV e6J Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there !one diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I Truss Depth D(in) I 2 :_ ve 12 —�3or greater e' / \gr<6 5�_ All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greater -4e Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of DSO or 2" Maximum �l Plumb Misplacement Line D`in D50 1/4" 12" 1/4" 1' 24" 1/2" 2• 36" 3/4" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' 1 T +''/4, 1 T L(in) 200:.:.:.:.:X.(ft) 50" 1/4" 4.2' 100" l 2 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BOW L(in) Lesser of U200 or 2" L(in) U200; L(ft) 200" 1" 16.7' 250 1-1/4" 20.8' 300" 1-1/Z' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 Tag Line WARNING: Do not attach cables, chains, or 11AWARNING: Do not lift single trusses with spans hooks to the web members. greater than 30' by the peak.--- I /61o°AINSTALLATIOess or less Approximately Approximately Tag '/. truss length '/. truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the Toe In weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the '/z to 3'3 truss len th truss are securely fastened and tempo - Less than or equal to 60' rary bracing is installed. Strongback/ SpreaderBar F Approximately Y3 to 3/,truss Qngth Greater than 60' Tag /Line Tag Line SpreaderBar Strongback/_J, SpreaderBar 10' 10' Toe In Toe In At or above & 0 lAn mid -height ie Approximately_ Approximately F , '/2 to 3'i truss len length 3'3 to /, truss length Less than or equal to 60' Tag Tag Line Line Greater than 60' Typical horizontal tie member with muttiple stakes (HT) Frame 2 15 -truss of braced oup of trusses (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of ®trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood 1 Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with muttiple stakes (HT) Frame 2 15 -truss of braced oup of trusses (EB) MINIMUM SPANDEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGQNALBRACE SPACING (DBS #trusses S.PYDF SPF/H;:F U to 32 30" 8' 16 10 Over 32'- 48' 42"6' nal bracing. Diagonal bracing should be nailed 6 1 4 Over 48'- 60' 48'.1 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential to stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 30" or greater 4x2 PARALLEL CHORD TRUSS TOP CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherand cause collapse If there Is no diago- Required nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 10' or Greater are attached to the topeide of the top chord. ' Attachment 15 Il Required U 1 \,05� 3 l f5 T� O'iDg� ,yl\,,'O asses � 2' 0. c. + 31/2" Trusses must have lum- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two _trusses. End diagonals are essential for stability and must be duplibate,O on -� both ends of the truss system. Frame 5 12 4 or greater O Oss � a SAGAS '4 Top chordrrthat are laterally braced can buckle togetherand cause collapse ifthere is no diago- nalbracing Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to fhe topaide of the top chord. =45o Over 32' - 48' 1 .4/12 1 6' 1 10 1 7 Over 48' - 60' 1 4/12 1 5' 1 6 1 4' Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -FI Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greatlerr. � c Attachment Required + 32: Ot %egg / AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Up to 2E' 1 2.5 1 7' 1 17 12 Over 28 - 42' 3.0 1 6' 1 9 1 6 Over 42: - 60' 3.0 1 5' 1 S 1 3 Over 60 See a registered professional engineer DF - Dou'3las Fir -Larch SP - Southern Pine HF - Herr -Fir SPF - Spruce -Pine -Fir Continu Dus Top Chord v �o Lateral Brace 00� All lateral braces — t►` �Q Requirel —� lapped at least 2 togetherand cause collapse if there isno diago- bracing. Diagonal bracing be trusses. 10' c r Greater to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment Required fD ° ?@•or �QSS r `i w i L = 450 Frame 3 12 A a !i v �o 00� t►` �Q Top chords that are laterally braced ran buckle Ile' 9 Q togetherand cause collapse if there isno diago- bracing. Diagonal bracing be nal should nailed 11It to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —� 4 or greater Bottom chard diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. ......... . . E. 'I i ..BOTTOM CHORD ; . BOTTOM CHORD 'DIAGQNAL BRACE; MINIMUMI ; LATERAL'BRACE $PACING (DBS SPAN PITCH ING(LB� SPACspin [# trussesl Up to 32' 4/12 15' 20 15 Over 32'-48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir --- All lateral braces lapped at least 2 trusses. L,y \1 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A �o VSs Permanent PS continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. L� X45' L15, i E. 'I i �o VSs Permanent PS continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. L� X45' L15, i • o � CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Gary Bright Date..03/22/00 07:44:13 Project Address........ 34 Greenview Circle ******* Chico, CA *v5.10* -DSq Documentation Author... Robert Heaton Architect ******* Bu'l in Permit # Robert B. Heaton Architect •Z •O 2044 Palm Avenue P an Check / Date Chico, CA 95926 530-343-8038 Field Check/ Date Climate Zone.... ...... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition 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.... Average Glazing SHGC....... Average Ceiling Height..... 2552 sf Single Family Detached Addition Alone Front Facing 210 deg (SW) 1 2 Slab On Grade 23.4 % of floor area 0.41 Btu/hr-sf-F 0.36 8.4 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 To Outside SlabEdge None R-0 R-0 F2=0.510 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (SW) 6.0 0.720 0.730 Standard Standard Yes Window Front (SW) 16.0 0.400 0.350 Standard Standard Yes Window Front (SW) 8.0 0.400 0.350 Standard Standard Yes Window Left (NW) 15.0 0.400 0.350 Standard Standard None Door Left (NW) 33.0 0.400 0.350 Standard Standard None Window Left (NW) 3.0 0.720 0.730 Standard Standard None Window Right (SE) 15.0 0.400 0.350 Standard Standard None Window Left (NW) 65.0 0.400 0.350 Standard Standard None Window Front (S) 15.0 0.400 0.350 Standard Standard None Window Left (NW) 3.0 0.720 0.730 Standard Standard None Window Back (NE) 40.0 0.400 0.350 Standard Standard None Door Back (NE) 40.0 0.400 0.350 Standard S-taridar&01 11'41,f Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition FENESTRATION Over - Standard Slab 1313 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a REMARKS Addition of upper floor and renovated portion of lower floor. 4J FTE CoLqVI y VEn Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Back (NE) 40.0 0.400 0.350 Standard Standard Yes Window Back (NE) 60.0 0.400 0.350 Standard Standard None Window Back (NE) 30.0 0.400 0.350 Standard Standard Yes Door Back (NE) 40.0 0.400 0.350 Standard Standard Yes Window Back (NE) 12.0 0.400 0.350 Standard Standard Yes Window Back (NE) 16.0 0.400 0.350 Standard Standard Yes Window Back (NE) 12.0 0.400 0.350 Standard Standard Yes Window Back (NE) 32.0 0.400 0.350 Standard Standard Yes Window Right (SE) 40.0 0.400 0.350 Standard Standard None Window Right (SE) 24.0 0.400 0.350 Standard Standard None Window Right (SE) 32.0 0.400 0.350 Standard Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 1313 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a REMARKS Addition of upper floor and renovated portion of lower floor. 4J FTE CoLqVI y VEn CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Gary Bright Name.... Robert Heaton Architect Company. Owner Company. Robert B. Heaton Architect Address. 34 Greenview Circle Address. 2044 Palm Avenue Chico, CA 95928 Chico, CA 95926 Phone... Phone... 530- 43-8038 License. n/a Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) 44J rTE COU -41 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Gary Bright Date..03/22/00 07:44:13 P.4.4******* roject A ress........ 34 Greenview Circle Chico, CA *v5.10* Documentation Author... Robert Heaton Architect ******* Building Permit # Robert B. Heaton Architect 2044 Palm Avenue Plan Check / Date Chico, CA 95926 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- 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 wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances A , �9 S'NT A,/ 0/ -- IA- 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) C�'ST%�hr 2. No continuous burning gas pilots allowed. , ..d O ROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPASS v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or.greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. 6X11- ' 25_" *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. Sft7.h 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780-o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Ex—tion- Non -electrical cookin a liances with pilot < 150 Btu/hr) . g ee .?ff? .� .101iI-TE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPASS v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.? 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures 5, are IC (insulation cover).approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Gary Bright Date..03/22/00 07:44:13 ******* Project Address........ 34 Greenview Circle Chico, CA *v5.10* Documentation Author... Robert Heaton Architect ******* Building Permit # Robert B. Heaton Architect 2044 Palm Avenue Plan Check / Date Chico, CA 95926 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 18.84 18.78 0.06 Space Cooling.......... 11.70 10.77 0.93 Water Heating.......... 11.17 10.15 1.02 Total 41.71 39.70 2.01 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 2552 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 210 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... FullYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 21410 cf Slab -On -Grade Area......... 1313 sf Glazing Percentage......... 23.4 % of floor area Average Glazing U -value.... 0.41 Btu/hr-sf-F Average Glazing SHGC....... 0.36 Average Ceiling Height...... 8.4 ft dU ITE C L;NJ V .APPROVED� COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2552 21410 1.00 Yes Setback 0.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE - New 1 Wall 22 0.065 17.8 210 90 Yes W.19.2X6.16 2 Wall 124 0.088 13 210 90 No W.13.2X4.16 3 Wall 176 0.088 13 210 90 No W.13.2X4.16 4 Wall 360 0.065 17.8 210 90 Yes W.19.2X6.16 5 Wall 20 0.088 13 300 90 No W.13.2X4.16 6 Wall 160 0.065 17.8 300 90 Yes W.19.2X6.16 7 Wall 39 0.065 17.8 300 90 Yes W.19.2X6.16 8 Wall 21 0.065 17.8 120 90 Yes W.19.2X6.16 9 Wall 31 0.065 17.8 300 90 Yes W.19.2X6.16 10 Wall 21 0.065 17.8 180 90 Yes W.19.2X6.16 11 Wall 39 0.065 17.8 300 90 Yes W.19.2X6.16 12 Wall 204 0.065 17.8 30 90 Yes W.19.2X6.16 13 Wall 242 0.065 17.8 30 90 Yes W.19.2X6.16 14 Wall 136 0.065 17.8 120 90 Yes W.19.2X6,.16 15 Wall 41 0.065 17.8 120 90 Yes W.19.2X6.16 16 Wall 202 0.065 17.8 120 90 Yes W.19.2X6.16 17 Roof 1323 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 18 Door 20 0.330 0 210 90 Yes None Solid Wood PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE - New 19 SlabEdge 110 0.766 R-0 No To Outside 20 SlabEdge 53 0.510 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - New 1 Window Front (SW) 6.0 0.720 0.730 210 90 Standard/0.76 Standard/0.68 2 Window Front (SW) 16.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 3 Window Front (SW) 8.0 0.400 0.350 210 90 Standard/0.76 Standard/0.68 4 Window Left (NW) 15.0 0.400 0.350 300 90 Standard/0.76 Standard/�-�08 5 Door Left (NW) 33.0 0.400 0.350 300 90 Standard/a. 6 Standard/0.68 DING DEPAij ,--. COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 6 Window Left (NW) 3.0 0.720 0.730 300 90 Standard/0.76 Standard/0.68 7 Window Right (SE) 15.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 8 Window Left (NW) 65.0 0.400 0.350 300 90 Standard/0.76 Standard/0.68 9 Window Front (S) 15.0 0.400 0.350 180 90 Standard/0.76 Standard/0.68 10 Window Left (NW) 3.0 0.720 0.730 300 90 Standard/0.76 Standard/0.68 11 Window Back (NE) 40.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 12 Door Back (NE) 40.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 13 Door Back (NE) 40.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 14 Window Back (NE) 60.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 15 Window Back (NE) 30.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 16 Door Back (NE) 40.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 17 Window Back (NE) 12.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 18 Window Back (NE) 16.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 19 Window Back (NE) 12.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 20 Window Back (NE) 32.0 0.400 0.350 30 90 Standard/0.76 Standard/0.68 21 Window Right (SE) 40.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 22 Window Right (SE) 24.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 23 Window Right (SE) 32.0 0.400 0.350 120 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1 Window 6.0 3.0 6.0 4.0 8.0 0.5 5.0 0.5 20 8.0 n/a n/a n/a 2 Window 16.0 4.0 4.0 3.0 0.5 43.5 2.0 n/a n/a n/a n/a n/a n/a 3 Window 8.0 4.0 2.0 3.0 0.5 4.0 42.0 n/a n/a n/a n/a n/a n/a 12 Door 40.0 6.0 6.7 10.0 0.5 11.0 3.0 n/a n/a n/a n/a n/a n/a 13 Door 40.0 6.0 6.7 10.0 0.5 5.0 9.0 n/a n/a n/a n/a n/a n/a 15 Window 30.0 6.0 5.0 3.0 0.5 38.0 5.5 n/a n/a n/a n/a n/a n/a 16 Door 40.0 6.0 6.7 3.0 0.5 31.0 13.0 n/a n/a n/a n/a n/a n/a 17 Window 12.0 3.0 4.0 3.0 0.5 24.0 23.0 n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 3.0 0.5 19.0 27.0 n/a n/a n/a n/a n/a n/a 19 Window 12.0 3.0 4.0 3.0 0.5 11.0 36.0 n/a n/a n/a n/a n/a n/a 20 Window 32.0 8.0 4.0 3.0 0.5 1.0 40.0 n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1313 zr: COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Gary Bright Date..03/22/00 07:44:13 MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Furnace ACSplit Tank Type 1 Storage Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No No 0.767 12.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0.58 50 R- n/a REMARKS Addition of upper floor and renovated portion of lower floor. I&J rT- EC ' KI V DEPARTma,�-- R^VP-,, HVAC SIZING Page 1 HVAC Project Title.......... Gary Bright Date..03/22/00 07:44:13 Pect Add l ******* �ress........ 34 Gri eenvew Circ roe Chico, CA *v5.10* Documentation Author... Robert Heaton Architect ******* Building Permit # Robert B. Heaton Architect 2044 Palm Avenue Plan Check / Date Chico, CA 95926 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -BRIGHT Wth-CTZ11S92 Program -HVAC SIZING User#-MP1902 User -Robert B. Heaton Architec Run -Gary Bright Addition GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude .......... ........ 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 2552 sf 21410 cf Front Facing 210 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (SW) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 11935 4195 Glazing Conduction ............... 10434 5823 Glazing Solar .................... n/a 12558 Infiltration ..................... 13539 4449 Internal Gain .................... n/a 2550 Ducts ............................ 3591 2958 Sensible Load .................... 39498 32533 Latent Load ...................... n/a 6507 Minimum Total Load 39498 39040 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Jif FTE COUNIV Struci-tiral�'ca'lculations' for: Gary Bright residence addition' Butte County Job 00-030 cS, ARCNrr ROB ERY B. H 0 NO. REN.3-3S OF CAL ROBERT B. HEATON and,associates- - architects 2044 Palm Avenue Chico, California 95926 (530) 343-8038 b TTE CUUN I i Robert 13. Heaton C 9192 Drank M: Glazewski C-27470aOIL 1NG DEPARTMEW APPRUV �--u 3/4-12 STRUCTURAL CALCULATIONS Structural calculations for: Gary Bright residence addition Butte County Job 00-030 ARCH/T\ R BERT B. EN.3- �� F CpLXFo� ROBERT B. HEATON and associates architects 2044 Palm Avenue Chico, California 95926 (530)343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Frank Glazewski - Architect Date 317100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel(530)343-4630 General data 0.014 Job name Gary Bright Job No.00-030 Code used 0.014 11007 Uniform Building Code y Jurisdiction 0.010 Butte County y Wind loading % Basic wind speed y 75 mph Exposure B Design method Normal force method Structure category Endosed Seismic Seismic zone F3 Gravity loading Assembly DL LL Reducible LL? Sloped roof - less than 4:12 0.014 0.020 y Sloped roof - greater than 4:12 0.014 0.016 y Typical floor 0.010 0.040 y Floor 2 0.000 0.000 y Soil data Allowable bearing UBC Classification V 1.500 ksf 4 2 3 Soil Frank Glazewski - Architect Date 317100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Soil data Job name Gary Bright Soil classification: ® Reference table 18-1-A 1997 UBC Soil weight: kcf Input data for user defined classification Allowable bearing pressure 0.000 ksf Max. allowable pressure 0.000 ksf Increase for -depth 0.000 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) 0.000 ksflft.ofdepth below grade Increase for wind/seismic 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.500 ksf Max. allowable pressure 4.500 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade , Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 Frank Glazewski - Architect Date 317100 1907 Mangrove Avenue Suite E Chico, California 95926 ; Tel(530)343-4630 ' Design capacity of framing members Job name Gary Bright Load duration factor 1.25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 ' Member size Mcap Vcap I(in"4) 2x4 0.419 0.416 5.360 r , , y :f;�2x '• {• ., ._ ,, wc..y..y..Ys_ f . ,3'.. .+, r SV:il,.9 Y1i ..:,aanbb. t•:u. .7' ' 2x8 1.438 0.861 47.640 ' •>~ :.... .v. u,. I:i?'.:. ., 3i..: czur..R t ..... .. .:: ., 2x12 2.884 1.336 177.980 �>' �kti1+'s..a•:'� t�J��tS��.a�.� ..;;LX,I.,''� .r....t�' :aY.�:,•v..,:v.z�a�?�SJ r 44 0.978 0.970 12.510 A � <, 6 4 , r ?�•a . 6, iv.NONE r�"=i:Y�?"1•:. ,z'. Y ,.•.-'>�r',.,.. 48 3.633 2.009 111.150 P•l ya[jt= ri. ::%'+•,. `E l.`C 'a ,+f�hLl'.•ilf '. i'il... ,4 4?.. ':;G♦y' � I 402 7.403 3.118 415.280 f r Y N,:>,.*.rv'�`.";Z. 3,. Lr,.s!� ..�.;`, , . ... n..,....._>+: ...G .. .. e. ,„;cii.,�... .. ss .. .. .a•Pr .+r._r.:x:s . _ ' 6x6 3.900 2.143, 76.260 2;1.T`�iZ'.... n 'b,� r . ' `�`�6x rll-C Fri ,Ai .. L •S': : PF.. Ni. .. ._ .. , 1� ieBiFiT •iiP'' 6x10 11.030 3.604 tc..�-0'.A'f:•: u,'.. .�» 362.750 r 4,r��, 5.�, �.� ...,. kc,. . , - •�='va...n. "...cr � ::..+G f:: a. 5 t^....r..g;^:� f:.�.. �t9..: .i. ..> 604 22.259 5.163 1066.180 iU a r..♦ ,...,5.,. •.. a _.0 ,wd. �ai$ ., w, .t .,� . sr,i .._ ,; ce •rf .. .. _a.r....'�r..•`. +,S 3.125x12 18.750 5.156 45 .'0' ' �1 • "ate s,.., , } 23:... _. ',..8,_; ..... -Zi 3.125x15 28,580 6.445 878.910 5ia4 � I 3,Lsw _ �1.� ;r,5.t . •... yyq� r YS:!LLPIi'c'.ti 3.125x18w 40.329 7.735 1518.750 .IN � 9RIE '• 4 v- 1'*,::Al. 4 '4."M•1a ay... . 5.125x12 8.456 738.000 rye �3�{0�$A750 .4:ti.. t a, �.r ',.b.inY•`•'1.1. � ' .�:^�:476,,''YLt. _;i.1. .. . .1>r(.- •. ?rs .. .. 5125x15 46.870 10.570 „aY•W^•L:T...,W:i_. 1441410 } 25x d .- i h .�, -t. t yds 6Y „`. .,rt t'li u':" ..>i}.i s'� F F +�., :'r:..r:e�P•_ •i y 1.' .r r "�. 1 � ♦ �• ! 5.125x18 66.140 12.685 2490.750 ' Frank 1V[. Glazewski Architect ' JOB SHEET NO. BY _ ®ATE S FJ -1 TJ -Beam— v5.45 Serial Number: 7000008443 '�� 14" TJI®/Pro TM -250 JOIST 24.0" o/c TJ BEAMUSA 1001 3/10/00 9:15:27 AM ' Page 1 of 1 Build Code: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 R1:n2 Product Diagram Is Conceptual. LOADS: 'Analysis for Joist Member Supporting FLOOR'- RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) ' WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Parallam® PSL, PPCB 5.25" Hanger Left Face 729 /182 /911 Detail H1 2 2x4 Plate 3.50" 2.25" Right Face 711/178 /889 Detail A3 1.25" LSL Rim ' - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. HANGERS: Simpson Strong -Tie Connectors® ' REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face IUT14 No No N/A N/A 14-10D N/A 2-N10 - Multiple plies of 1:75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 868 868 1710 Passed(51 %) Lt. end Span 1 under Floor loading Reaction(lb) 868 868 1015 Passed(85%) Bearing 1 under Floor loading Moment(ft-Ib) 3765 3765 5418 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.328 0.434 Passed(U635) MID Span 1 under Floor loading Total Defl.(in) 0.410 0.868 Passed(U508) MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL L1240). - Deflection analysis is based on composite action With single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stabil'dy. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist' Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design dna and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. - Not all products are readily available. Check With your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. PROJECT INFORMATION ' Bright residence OPERATOR INFORMATION: Frank M Glazewski - Architect Frank M Glazewski 1907 Mangrove Avenue Suite E, Chico, CA 95926 530-343-4640 Copyright ® 2000 by Trus Joist, A Weyerhaeuser Business. ProTM, TJ -Pro- and TJ -Beam- are trademarks of Trus Joist. TJI® and Parallam are registered trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. C:1TJBeam\NA\BrigM residence\FJ_1.bm r Supplemental Report for � `J-Bea5 Seri mber:7DDD008A43 14" TJI®lP�oT""-250 �O�ST 24.6" o/c BEAMUSA 1001 3110100 9:15:27 AM 'Page 1 of 1 Member Information: FJ -1 Project Information: Operator Information: ' Bright residence Frank M Glazewski - Architect Frank M Glazewski 1907 Mangrove Avenue Suite E, Chico, CA 95926 530-343-4640 17'- 4.25" ^ ' Max. vertical Reaction Total(lb) 911 889 Live(lb) 729 711 Selected 'daring Length(in) 2.25(W) Max. Unbraced Length(in) 32 'Floor loading on all members, LDF 1.00 Shear(lb) 868 -868 Reaction(lb) 911 889 Moment(ft-lb) 3765 Live Defl.(in) 0.328 'Total Defl.(in) 0.410 Dead load, LDF = 0.90 Shear(lb) 174 -174 Reaction(lb) 182 178 Moment(ft-lb) 753 i_. Copyright ® 2000 by Trus Joist, A Weyerhaeuser Business. TJI® and Parallam® are registered trademarks of Trus Joist. Pro", TJ -Pro" and TJ-BeamTM are trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company; Inc. i MAXSPAN2 9:16 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 3/10/00 Description >>FJ -2 at deck ' ------------LOADING DATA----------- ------------GENERAL• DATA------------ Dead load > .010 ksf Load duration factor > 1:000 Live load > :040 ksf Joist spacing > 24.000 inches Total load > .050 ksf Repetitive (Y/N)?> Y Tributary load > .100 klf ----------------------------------- Concentrated load> .000 kips ' Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1:500 inches )� ' Member width > 11.250 inches ; Section --modulus > 31.641 in"3 Area > •*16.875 in^2 Moment of inertia > 177.979 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values r Species Grade Fb Ft FV Fc1- Fcj E ' DFL cNO2 875 575 95 625 1300 1600000 Size factor -Cf > 1.000 (APPLY TO Fb) Size factor Cf > 1.000 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fc[-) Repetitive member factor Cr > 1:150 Adjusted values Species Grade Fb Ft 1 Fv Fcl Fc� E ' DFL k02 1006 575 95 625 1300 1600000 --------------------------- =-MAXIMUM'8PANS------------------------------ Max. span as limited by: ' Bending a > 14:569 feet Shear > 21:375 feet Total load deflection (L/240) > 18:497 feet ' 6TL > .925 "inches" 4. Live load deflection (L/360) �h: _ > 17:400 feet 6LL > .579 inches - -------------------------CONCENTRATED LOQ�;CHECK--------=--------------- Check uniform DL additive with concentratLa load? > Y ' Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading..... ' V uniform DL > :000 kips V concentrated load > .000 kips V cap of joist > 1.069 kips <ok> of allowable > .000 ' M uniform DL > .000 ft -kips M max with load at midspan > :000 ft -kips M cap of joist > 2:653 ft -kips <ok> ' % of allowable > .000 --- Deflection--- Unifor -Deflection--- Uniform DL deflection > .000 inches t Concentrated load deflection > .000 inches Total load deflection > .000 in. L•/ 0 JOB BY 5 1. 1 Frank M. Glazewski Archiitect SHEET NO. DATE i FJ -3 ( p TJ -Beam— v5.45 Serial Number: 7000008443 05" x 14" 2.0E Microham® LVL BEAMUSA 1111 3/10/00 9:20:38 AM Page 1 of 1 Build Code: 124. ...... THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 110 43 0 to 18' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Parallam® PSL, PPCB 5.25" Hanger Left Face 1005 / 45511460 Detail H1 2 2x4 Plate 3.50" 2.25" Right Face 975 / 441 /1416 Detail A3 1.25" LSL Rim - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. . HANGERS: Simpson Strong -Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER ' Left Face IUT14 No No N/A NIA 14-10D N/A 2-N10 - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1390 1203 4655 Passed(26%) Lt. end Span 1 under Floor loading ' Moment(ft-Ib) 6043 6043 13552 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.303 0.580 Passed(U689) MID Span 1 under Floor loading Total Defl.(in) 0.440 0.870 Passed(U475) MID Span 1 under Floor loading ' - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability i. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Yrus Joist warrants the sizing of its products by this software Will be accomplished in accordance with Trus Joist product design crik9a and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been ' reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' - Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. PROJECT INFORMATION ' Bright residence OPERATOR INFORMATION: Frank M Glazewski - Architect Frank M Glazewski 1907 Mangrove Avenue Suite E, Chico, CA 95926 530-343-4640 Copyright ® 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro- and TJ -Beam- are trademarks of Trus Joist. Microllam and Parallam are registered trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. C:\TJBeam\NA\Bright residence\FJ_3.bm 4 fi Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 110 43 0 to 18' Replaces SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Parallam® PSL, PPCB 5.25" Hanger Left Face 1005 / 45511460 Detail H1 2 2x4 Plate 3.50" 2.25" Right Face 975 / 441 /1416 Detail A3 1.25" LSL Rim - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. . HANGERS: Simpson Strong -Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER ' Left Face IUT14 No No N/A NIA 14-10D N/A 2-N10 - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1390 1203 4655 Passed(26%) Lt. end Span 1 under Floor loading ' Moment(ft-Ib) 6043 6043 13552 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.303 0.580 Passed(U689) MID Span 1 under Floor loading Total Defl.(in) 0.440 0.870 Passed(U475) MID Span 1 under Floor loading ' - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability i. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist. Yrus Joist warrants the sizing of its products by this software Will be accomplished in accordance with Trus Joist product design crik9a and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been ' reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ' - Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed above. PROJECT INFORMATION ' Bright residence OPERATOR INFORMATION: Frank M Glazewski - Architect Frank M Glazewski 1907 Mangrove Avenue Suite E, Chico, CA 95926 530-343-4640 Copyright ® 2000 by Trus Joist, A Weyerhaeuser Business. TJ -Pro- and TJ -Beam- are trademarks of Trus Joist. Microllam and Parallam are registered trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. C:\TJBeam\NA\Bright residence\FJ_3.bm Supplemental Report for i1 TJ -Beam v5,45 Senal Number: 7000008443 i.76" i l 4" 2AE MiceollamO LVL BEAMUSA 1111 3110/00 9:2.38 ANI Page 1 of 1 Member Information: FJ -3 Project Information: Operator Information: Bright residence Frank M Glazewski - Architect ' Frank M Glazewski 1907 Mangrove Avenue Suite E; Chico, CA 95926 530-343-4640 ' 17'- 4.75" ^ Max. vertical Reaction Total(lb) 1460 1416 Live(ib) 1005 975 Required Bearing Length(in) 1.50(F) 1.90(00) Max. Unbraced Length(in) 32 Floor loading on all members, LDF 1:00 ' Shear(lb) 1390 -1390 Reaction(lb) 1460 1416 Moment(ft-lb) 6043 Live Defl.(in) 0.303 Total Defl.(in) 0.440 ' Dead load, LDF 0.90 Shear(lb1 433 -433 Reaction(lb) 455 441 Moment(ft-lb) 1883 1 s 1 t Copyright 0 2000 by Trus Joist; A Weyerhaeuser Business: Microllam® and Parallam® are registered trademarks of Trus Joist. TJ -Pro- and TJ -Beam- are trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark.of Simpson Strong -Tie Company, Inc. 4 Frank M.. GlazeWski Architect JOB BY T 't3 2. L, S, SI? C IDSD) f- CO S5 'Y' fZ 2- R3 (p 100°h Z, z*,s- -z' ti. -O6 .800 16 SHEET NO. DATE - 1 1 1 1 1 Frank M.- Giazewski Architect JOB BY SHEET NO. DATE 13 2 srple SpahS, i. W� 1.Ti , ! ' 1 GSbIFY I t CP5-3 S i i f 1 , f qkW TvL fly- fn w,1 Lorrev i �3= 39-3 �wc; (D.3o'� fan: r{,S�-.6S6 3x Y, I.q •:2 -off rUA c = 2 TI G e 01)0/0 i 1 'J [ Frank M: Giazewski Architect JOB BY SHEET NO. DATE _ N j vJTt.• �a��Z+Z,S� ;030 4 8(0� + 812S12,(:oS0),-4, o z5= ,91s, Rz - Z,33+ 592-= Y,19 2, Oe Sava til. f� C I ? ' VWCop_ Z�,IbIK@100% i Vvvoyc=5,1�{yco�j�c9.y SkeIoo°/a; dxTVb Z's (140 sy"- rilo v - • V4 f�'v , t, '13 3 Pi= 3 , 37-xIY 2 -off , 1 Frank M. Glazewski I� Jag AfthIteCt SHEET NO. 'BY DATE i v ; wl=(2,j2+Z,S) .030 -t-,o'5= .32ol-/• 1 ! ! {II � x vr. j 1 '�IMi u Zy-,160 lkCrl00% Tr�mVnQ•'ys f � 1 ( � I 1 5 •S�/ �S�5.IZS I-6� ' 2 - i><6 1n• i • i •- I � � ; t ; • ' .� r { �• 1 �,� j t j � I ! i , I r , 1 ' °Frank A Glazewski �6 Architect JOB SHEET WO. PIO. BY DATE ! TV 1 s Z i j C., /2+z-s).o30+ �(.01) 4 18/2�o$J+,iDj2(�5�+,��A, • i s � Z,eT �k 1 W -TL = Ri=Rz= 3.zXTom- 0 k ' ' (�Xi?2d-C41 ok s Frank M"L. dia"ie"w"'dki Afthite&t JOB BY SHEET NO: DATE' i-4 cv, axl(,j uavlooj P-Osfs: q a ss Ome, ' WALLFRAM 3:13 PM 3/11/00 Rev 4-02-96 Wall framing - 1994 UBC Description >>Axial capacity of 4 x 4 post Base values Unbraced Species Grade Fb Ft K length (ft) le/d Thickness d2 > 3:500 in. 1.000 8:000 27.429 ' Width dl > 3.500 in.. 1.000 8:000 21.429 Section properties (Applied to Fb) ' Size factor Cf Sx > 7.146 in 3 Ft) ' Sy > 7.146 in"3 (Applied to Fci) A > 12.250 in"2 1.000 I > 12.505 in -4 5 1.000 ' Repetitive ? (y%n) > n Spacing > 12.000 inches -------------------------- Lumber design values -------- =----------------- Lumber type > 1 1 => Visually graded lumber ' Species Grade Fb 2 => Machine 'stress rated lumber FC -L Fc -H E ' DFL NO2 3 => Glue -laminated timber 1� 126 KCE > .300 Fb - KbE- - > .438 Flat -use 1746 ' c' > .800 ---------------------------------Loading Base values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.500 (Applied to Fb) ' Size factor Cf > 1:500 (Applied to Ft) Size factor Cf > 1.150 (Applied to Fci) Repetitive member factor Cr > 1.000 Flat -use factor Cfu 5 1.000 ' Load duration factor C (D) > 1':.330 Adjusted values Species Grade Fb F FxY FC -L Fc -H E ' DFL NO2 1746 1147s�""^: 1� 126 625 1988 1600000 Fb - Flat -use 1746 ---------------------------------Loading ---------------- --------------- Axial loading: Load duration > 1.000 ' w axial > 6.350 kips/ft w axial trib. > 6.350 kips/stud fc > 518 psi ' Loading applied to member narrow face: Load duration > 1.330 w lateral > .0050 ksf M > 40 ft -lbs ' w lateral trib. > .0050 klf Jbl > 67 psi Loading applied to member wide face! Load duration > 1.000 ' w lateral > :0000 ksf M > 0 ft -lbs w lateral trib.. 1 > .0000 klf fb2 > 0 psi 1 1 1 1 1 1 1 1 ----- Summar: ----=---------------- FcE > 638 F'c > 589 psi R(B) > 5.237 <ok> _ FcEl > 638 FcE2 > 638 FbE > 25550 Deflection - delta x > :023 inches L% 4168 .776 + .205 4 000 = .98i <ok> fA _.yam a I WALLFRAM zD 3:14 PM 3/11/00 Rev 4-02-96 Wall framing = 1994 UBC Description »Axial capacity of 4 x 6 post Unbraced K length (ft) le%d Thickness d2 > 3.500 in. 1.000 8:000 27:429 Width dl > 5.500 in. 1:000 8:000 17:455 Section properties Sx > 17.646 in -3 Sy > 11.229 in"3 A > 19.250 in"2 I > 48.526 in -4 Repetitive ? (y/n) > n Spacing > 12.000 inches --------------------------Lumber design values -------------------------- Lumber type > 1 1 => Visually graded lumber 2 => Machine 'stress rated lumber 3 => Glue -laminated timber KCE > .300 11.000 kips/ ft w axial trib. KbE > .438 kips/stud fc > 571 psi Loading applied to c' > :800 Load duration > 1.330 Base values w lateral > :0050 ksf Species Grade Fb Ft w lateral trib. Fv / Fcl Fc -u i E DFL NO2 815 575 to 95 625 1300 1600000 Size factor Cf Load duration > >\ 1:300 (Applied to Fb) Size factor Cf > .0000 > 1:300 (Applied to Ft) w lateral trib. Size factor Cf .0000 klf >- 1.100 (Applied to Fcl) Repetitive member factor Cr > 1.000 Flat -use factor Cfu >*, 1.050 Load duration factor C (D) >. i-.330 Adjusted values Species Grade Fb Ft -FV Fcj- FcJi E DFL NO21513 994 s''''-_126 625 1902 1600000 Fb - Flat -use 1589 -----------------------------=--- Loadin Axial loading: Load duration > 1.000 w axial > 11.000 kips/ ft w axial trib. > 11._0 kips/stud fc > 571 psi Loading applied to member narrow face: Load duration > 1.330 w lateral > :0050 ksf M > 40 ft -lbs w lateral trib. > .0050 klf fbl > 27 psi Loading applied to member wide face: Load duration > 1.000 w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf 62 > 0 psi 1 1 1 1 1 .951 + :028 + :000 = .980 <ok5 a ar' .--------------------- --- ---Summy--------- FcE > 638 F'c > 586 psi R(B) > 6:565 <ok> FCE1 > i576 FcE2 > 638 FbE > 16259 Defl-ection delta x > .006 inches L% 16175 .951 + :028 + :000 = .980 <ok5 a JOB BY Frank M.. Gla"'iew—s'ki Architect §14EEt W. DATE 71-21 Frank M,-- GiAieWW 23 Arehiteet SHEET NO. DATE � 4 F -i P= F - 3- — P " �g9 9 + . 6,5-6 w-�6 SOP- w = See- P Z6 r�r3'Z ,-46�` Set— il K ' 3 1 w= .-4Zot�/� 1 SSP` Zg K ` F� a 3•� (6.s/z+z.s�.o3o w Sey P 3 � Wq y F-9 S3k ' yr 3L F-ro P= q'ClI I w�P - 3� PT FTG2 12:12 PM --------------------------=--------------------------------------------- Rev 9-30-93 Point footing 3/14/00 ---------------------------------=-------------------------------------- Description »,�1 ' -------------Load >data ------------- --------------Soil data------------- P > 6.960 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft ' Live load o > 80.000 --------------Concrete-----------------------Reinforcing stee17 FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 ----------------------900--------Footing data------------------------------ Footing size > 3.000 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips ' Total P axial > 8.310 kips Total bearing pressure > .923 ksf <ok> Net bearing pressure > .773 ksf Factored bearing pressure > 1.268 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> .Vu=(P net)*(effective area) ' Vn=Vc=2(F'C);'.5*bw*d 0 Vn > 4.439 kips 5 28.800 kips.. > 25.920 kips Diagonal tension - factored loads - two way action <ok> ' Vu= (P net) * (effective area) > - 10.'851 kips Vn=Vc=4(F'c)-.5*bo*d >.-51.200 kips kips Vn .4--_r'4.6.680 ' -------------------------Footing reinforcerdent -------------------------- Mu=.(P net) *bl-2/2 > 1. 4 ft= kip s/f.t ' Required Rn=(Mu/o)bd"2 > 24.771 psi Required p (bending moment) > .0006 -2 Required.As (bending moment) > .060 in-2/ft .179 in Min. required p UBC 2610(f) > .0008 33% increase applied ' Min. required As UBC 2610(f) > .080 'in"2/ft _ .239 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 4:�7 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT_FTG2 12:14 PM i ------------------------------------------------------------------------- Rev 9-30-93 Point footing 3/14/00 i ------------------------------------------------------------------------ Descri tion >>F -2 -------------Load data ------------- --------------Soil data---- -------- P > 6.470 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft Live load % > 80.000 '--------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 1 -----Footing data ------------------------------ Footing size > 3.000 feet 1 Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips 1 Total P axial > 7.820 kips Total bearing pressure > .869 ksf <ok>. Net bearing pressure > .719 ksf 1 Factored bearing pressure > 1.179 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.126 kips Vn=Vc=2 (_F' c) ^ . 5*bw*d >\ 28 .800 kips 1 Vn > 25.920 kips Diagonal tension - factored loads - two way action <ok> 1 Vu=(P net)*(effective area) > 10:087 kips Vn=Vc=4(F'c)^.5*bo*d > 51:200 kips Vn > 1 494.6 080 kips .._ -------------------------Footing reinforcement -.----------=--------- ----- Mu=(P net)*bl"2/2 >- 1:32§,,ft-kips/ft 1 Required.Rn=(Mu/o)bd^2 > 23.027 psi Required p (bending moment) > .0006 Required As (bending moment) > .056 in-2/ft = 167 in -2 Min. required p UBC 2610(f) > .0008 33% increase applied 1 Min. required As UBC 2610(f). > .074 in-2/ft = .222 -in"2 Minimum reinforcement as governed by: 1 ---Minimum reinforcement -- 2 No. 4 bars e.w.,,,- 1 .w.G1 No. 5 bars e.w. 1 1 No. 6 bars e.w. 1 No. 7 bars e.w. 1 . 1 PT_FTG2 12:14 PM --------------------------------------- Rev 9-30-93 Point ----------- footing ---------------------- 3/•14/00-- 1 ------------------------------------------------------------------------ Descri tion •>>F-3 »0 1 -------------Load data ------------- --------------Soil data------------- P > 4.360 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft Live load % > 80.000 . --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi 1 m > 18.824 ------------------------------900 Footing data-- ---------------------------- Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> 1 Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips 1 Total P axial > 5.174 kips Total bearing pressure > .953 ksf <ok> Net bearing pressure > .803 ksf 1Factored bearing pressure > 1.317 ----------------------------- ksf (1.7*LL+1.4*DL) Footing stresses ---------------------------- 1 Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.552 kips Vn=Vc=2(F'c)".5*bw*d >\ 22:368 kips 1 Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> 1 Vu=(P net)*(effective area) > 6:565 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips 0 Vn Am 46-:080 kips ' -------------------------Footing reinfo—rcemenE -------------------------- Mu=(P net)*bl"2/2 >• .89� ft-kips/ft 1 RequireRn=(Mu/O)bd"2 d > 15.5 1`7 psi Required p (bending moment) > -.0004 Required As (bending moment) > .037 iri^2/ft = .087 in"2 Min. required p UBC 2610(f) > .0005 33% increase applied - 1 Min. required As UBC 2610(f) > .050 in"2/ft = .116 in -2 Minimum reinforcement as governed by: 1 ---Minimum reinforcement-- 1 No. 4 bars e.w. a 1 No. 5 bars e.w. 2T PT FTG2 12:14 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 3/14/00 Description >>F-4 >> D -------------Load data ------------- -------------=Soil data --------- P > 7.460 kips Soil brg capacity> 1.000 ksf. Uniform load > .000 kips/ft Live load o > 80.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 10 > .900 ------------------------------Footing data ------------------------------ Footing size > 3.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips Total P axial > 8.810 kips Total bearing pressure > .979 ksf <ok> Net bearing pressure > .829 ksf Factored bearing pressure > 1.359 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.758 kips Vn=Vc=2(F'c)".5*bw*d >\ 28.800 kips 0 Vn > 25:920 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 11:630 kips Vn=Vc=4(F'c)".5*bo*d > 51.200 kips Vn > L_46_,. 080 kips :gam -------------------------Footing reinforcement-------------------------- Mu=(P net)*b1-2/2 >- 1:52 ft-kips/ft Required Rn=(Mu/o)bd"2 > 26.5 t psi Required p (bending moment) > .0007 Required As (bending moment) > .064 in-2/ft = :192 in -2 Min. required p UBC 2610(f) > :0009 33% increase applied_ Min. required As UBC 2610(f) > .085 in"2/ft = .256 in^2 Minimum reinforcement as governed by ` ---Minimum reinforcement -- 2 No. 4 bars e.w. Q 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. Minimum reinforcement as governed by: ---Minimum reinforcement -- PT_FTG2 ' 1 12:15 PM 4 ------------------------------------------------------------------------ Rev 9-30-93 Point footing 3/14/00 No. Descri tion >>F-5 bars e.w. 1 »O. 6 bars e.w. -------------Load data ------------- P > 3.930 kips --------------Soil Soil brg data ------- ------... capacity> 1.000 ksf bars e.w. Uniform load > .000 kips/ft Live load o > 80.000 ' --------------Concrete------------- ----------Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 k5i m > 18.824 ' ------------------ 900 ---------Footing data ------------------------------ Footing size > 2.250 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .759 kips Total P axial > 4.689 kips ' Total bearing pressure > .926 ksf <ok> Net bearing pressure > .776 ksf ' Factored bearing pressure > 1.273 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> tVu=(P net) -*(effective area) > 2.268 kips Vn=Vc=2(F'c)-.5*bw*d �,, 21.600 kips ' 0 Vn >. 19.440 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > .5:879- kips Vn=Vc=4(FIc)^.5*bo*d > 51.200 kips (P Vn A•_.:46-.0$0 kips f_ — -------------------------Footing reinforcement-------------------------- Mu=(P net)*bl-2/2 > ft-kips/ft Required Rn=(Mu/o)bd^2 > 13. @7 psi ' Required p (bending moment) > 0004 Required As (bending moment) > .034 ih^2/ft = .076 in"2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As UBC 2610(f) > .045 in-2/ft = .101 in -2. Minimum reinforcement as governed by: ---Minimum reinforcement -- ' 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. ' 1 No: 7 bars e.w. ----------------------------Footing stresses ----------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 5.082 kips Vn=Vc=2(F'c)".5*bw*d > X30.336 kips 0 Vn > 27.302 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 12:309 kips Vn=Vc=4(FIc)".5*bo*d > .51.200 kips Vn " > 6':_080- kips - ------------------------ Footing reinforcement -------------------------- Mu= (P net) *bl"2/2 > - i.61 0�,� ft-kips/ft Required Rn=(Mu/o)bd 2 > 27:95'7 psi Required p (bending moment) > .0007 Required As (bending moment) > .068 in-2/ft .213 in,^ Min. required p UBC 2610(f) > :0009 33% increase applied, Min. required As UBC 2610(f) > .090 in-2/ft = 284 in '2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. C> 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT_FTG2 ------------------------------------------------------------------------ 12:15 PM Rev 9-30-93 ------------------------------------------------------------------------ Point footing 3/14/00 Description >>F-6 >> C:N -------------Load data ------------- --------------Soil data ---- - -------- P > 5.580 kips Soil brg capacity> 1.000 ksf Uniform load > .720 kips/ft Live load °s > 80.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data------------------------------ Footing size > 3.160 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.498 kips Total P axial > 9.353 kips Total bearing pressure > .937 ksf <ok> Net bearing pressure > .787 ksf Factored bearing pressure > 1.290 ksf ----------------------------Footing stresses ----------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 5.082 kips Vn=Vc=2(F'c)".5*bw*d > X30.336 kips 0 Vn > 27.302 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 12:309 kips Vn=Vc=4(FIc)".5*bo*d > .51.200 kips Vn " > 6':_080- kips - ------------------------ Footing reinforcement -------------------------- Mu= (P net) *bl"2/2 > - i.61 0�,� ft-kips/ft Required Rn=(Mu/o)bd 2 > 27:95'7 psi Required p (bending moment) > .0007 Required As (bending moment) > .068 in-2/ft .213 in,^ Min. required p UBC 2610(f) > :0009 33% increase applied, Min. required As UBC 2610(f) > .090 in-2/ft = 284 in '2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. C> 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 30 Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) ' PT—FT kips Vn=Vc=4(F'c)-.5*bo*d > 15 PM kips Vn -- Rev 9-30-93 -------------------------------12_ Point footing 3/14/00 ------------------------- Footing -------------------------------,-------=----------------- Description »�7 Mu=(P net)*bl"2/2 > 1:4 ; ft-kips/ft Required Rn=(Mu/o)bd-2- > 24. 42 psi ' Required p (bending moment) � .0006 ------ -__-_-----Load data ------------- Required As (bending moment) --------------Soil data-------------- in-2/ft = :180 in -2 Min. required p UBC 2610(f) P > 6.980 kips. Soil brg capacity> 1.000 ksf .080 Uniform load > .000 kips/ft by: ---Minimum.reinforcement-- Live load $ > 80.000 ' 2 No. 4 bars e.w. �3 --------------Concrete--=-------=-- ---------=Reinforcing steel--------- 1 No. 6 bars e.w. ' F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 ' 0 > .900 ------------------------------ Footing data ------------------------------- Footing size > 3:000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches ' Footing weight > 1.350 kips Total P axial > 8.330 kips ' Total bearing pressure > .926 ksf <ok> Net bearing pressure > .776 ksf Factored bearing pressure > 1.272 ksf (1:7*LL+1.4*DL) ----------------------------Footing stiresses ------------------------------ Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.452 kips Vn=Vc=2(F'c)-.5*bw*d y, 28.800 kips 0 Vn > 25.920 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 10.882 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips Vn --A._ 46'.080 kips ------------------------- Footing reinforcembnt---------- ----------------- Mu=(P net)*bl"2/2 > 1:4 ; ft-kips/ft Required Rn=(Mu/o)bd-2- > 24. 42 psi ' Required p (bending moment) > .0006 Required As (bending moment) > .060 in-2/ft = :180 in -2 Min. required p UBC 2610(f) > :0008 33% increase applied ' Min. required As UBC 2610(f) > .080 in"2/ft = .239 iii -2 Minimum reinforcement as governed by: ---Minimum.reinforcement-- ' 2 No. 4 bars e.w. �3 1 No. 5 bars e.w. 1 No. 6 bars e.w. ' 1 No. 7 bars e.w. . 31 ' PT_FTG2 i2_15-PM Rev 9-30-93 Point footing ------ 3/14/00 ' Description >>F -------------Load data------------- --------r-----Soil data ------------= P > 4.550 kips Soil brg capacity> 1:000 ksf Uniform load > .000 kips/ft Live load o > 80.000 --------------Concrete---------z --- ----------Reinforcing steel --------- , F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 900 ------------------------------ ----------------� ---------Footing data ------------------------------- Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > :814 kips Total P axial > 5.364 kips ' Total bearing pressure > .988 ksf <ok> Net bearing pressure > .838 ksf Factored bearing pressure > 1.374 ksf (1.7*LL+1.4*DL) ------------------------- ---Footing stresses------------------------ ---- Diagonal -tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.663 kips Vn=Vc=2(F'c)".5*bw*d >\,'22.368 kips 0 Vn > 20.131 kips ' Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) >. 6.851 kips Vn=Vc=4(F'c)^.5*bo*d > 51:200 kips Vn >;-1646-.,080 kips -------------------------Footing reinforcem@nt----------=--------------- Mu=(P net)*bl"2/2 > 9V ft-kips/ft Required Rn=(Mu/o)bd"2 > 16. psi ' Required p (bending moment) > .0004 Required As (bending moment) > .039 iri"2/ft = :091 in -2 Min. required p UBC 2610(f) > .0005 33% increase applied_ Min. required As UBC 2610(f) > .052 in"2/ft = .121 in -2 Minimum reinforcement as governed by' ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No: 5 bars e.w. 1 No. 6 bars e.w. ' 1 No. 7 bars e.w. 3Z ' PT_FTG2 12:16 PM ------- ----------------------------- Rev 9-30-93 Point footing 3/14/00 Description >>F-9 > >Q -------------Load data ------------- P P > 8.530 kips --------------Soil Soil brg data ------------- capacity> 1.000 ksf Uniform load > .000 kips/ft Live load o > 80.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------- Footing size > 3.250 feet Footing thickness (t) > 12.000 inches <ok> ' Distance to reinf. (d) > 8.000 inches Footing weight > 1.584 kips Total P axial > 10.114 kips ' Total bearing pressure > .958 ksf <ok> Net bearing pressure > .808 ksf Factored bearing pressure > 1.324 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <bk> Vu=(P net)*(effective area) > 5.560 kips Vn=Vc=2(F'c)".5*bw*d >\, 31.200 kips Vn > 28.080 kips Diagonal tension - factored loads - two way action <ok> ' Vu= (P net) * (effective area) >- 13 :401 kips Vn=Vc=4(F'c)".5*bo*d >. 51.200 kips Vn 54_46`"' 080 kips s ------------------------- Footing reinforcement-------------------------- Mu=(P net)*bl"2/2 > 1.7o, ft-kips/ft Required Rn=(Mu/0)bd"2 > 30.3-59 psi ' Required p (bending moment) > .0008 Required As (bending moment) > .073 in-2/ft = .239 in -2 Min. required p UBC 2610(f) > .0010 33% increase applied ' Min. required As UBC 2610(f),� > .098 in-2/ft = .317 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 2 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT_FTG2 12:16 PM ----------------------------- ----==-------------=----------------= Rev 9-30-93 Point - footing - ------ 3/.14/00... . 1 ____ __-___--------------------------------------------------- Description ->>K-1-0 tion - »F=10 ------- -------------Load data ------------- P P > 4:910 kips -------------=Soil Soil brg data ------------- capacity> 1.000 ksf Uniform load > .000 kips/ft Live load o > 80.000 --------------Concrete------------- ----------Reinforcing steel --------- ' FIc > 2.500 ksifi" Fy > 40:000 ksi m > 18.824 900 1 ---------------------------Footing data ------------------------------- Footing size > 2.500 feet Footing thickness (t) > 12.000 inches <ok> ' Distance to reinf. (d) > 8.000 inches Footing weight > :938 kips Total P axial > 5.848 kips ' Total bearing pressure > .936 ksf <ok> Net bearing pressure > .786 ksf Factored bearing pressure > 1.288 ksf (1.7*LL+1.4*DL) ' ----------------------------Footing stresses---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.953 kips Vn=Vc=2(F'c)".5*bw*d >, 24.000 kips 1 0 Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) >. 7.480 kips Vn=Vc=4(F'c)^.5*bo*d > 51.200 kips Vn >�46:080 kips . d. _ -------------------------Footing rein forcem6nt---------- ---------------- Mu=(P net)*bl"2/2 > 1.007, ft-kips/ft Required Rn=(Mu/o)bd"2 >, 17.4 � psi ' Required p (bending moment) > .0004 Required As (bending moment) > .042 in-2/ft = .105 in^2 Min. required p UBC 2610(f) > .0006 33% increase applied 1 Min. required As UBC 2610(f) >' .056 in"2/ft = :140 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. ' .1 -.No. 7 bars e.w. SHEET NO. bAii 3/ Frank A dazew'' W 3s, Architect JOB SHEET NO. BY DATE 36 Frank Glazewski - A(chitect Date 3[7/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Wind design values - Uniform Building Code - Table 16-H Job name Gary Bright Exposure B Importance factor 1.00 Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 1 5.00 lin 12 22.62 degrees PRIMARY FRAMES AND SYSTEMS Direction ' Ht.' <0'-15'> <205 <25'> <305 <40'> Ce 1 0.62 0.67 1 0.72 1 0.76 1 0.84 WALLS Windward walls 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls 0.0045 0.0049 0.00_52 0.0055 0.0061 Outward Total wall 0.0117 0.0126 0.0136 0.0143 T 0.0158 ROOF Wind perpendicular to ridge: ' Leeward or flat roof 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 2:12 to less than 9:12 0.0081 0.0087 0.0094 0.0099 0.0110 Outward Slope 2:12 to less than 9:12 0.00_27 0.0027_ 0.0031 0.0033 0.0037 Inward Roof total 11R0.0090 0.0095 10.0104 0.0110 0.0122 Wind parallel to ridge and flat roofs m,y 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ' ELEMENTS AND COMPONENTS (Not In areas of discontinuity) WALL ELEMENTS All structures 0.0108-- 0.0117 0.012, 0.0132\ 0.0146 Inward 1 Enclosed and unenclosed structures 0.0108 0.0117 6.01-26-f: � 0:0132 0.0146 Outward Partially enclosed structures 0.0144 0.0155 0.667 --b.0176 0.0195 Outward Parapet walls 0.0117 0.0126 0.0136 0.014JA 0.0158 Outfin ' ROOF Enclosed and unenclosed structures: Slope < 7:12 0.0117 0.0126 0.0136 0.0143 0.0158 Outward ' Slope 7:12 to 12:12 ? 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12 Use wall values Partially enclosed_ structures ' Slope < 2:12 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12 0.0072 0.0078 0.0084 0.0088 0.0097 Inward ' Slope > 7:12 to 12:12 0.0153 0.0165 0.0177 0.0187 0.0207 OuVin Slope >12:12 Use wall values 3� ELEMENTS AND COMPONENTS (In areasofdiscontinuitle§) Wall comers 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 100.0108' 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 _. 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. 0.0252 0.0272 0.0292 0.0309 0.0341 Upward Frank Glazewski - Architect Date 317100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Seismic factors -1997 UBC Job name Gary Bright LATERAL SYSTEM r Seismic zone 3 Z 0.300 Importance factor 1.000 Static lateral force procedure per UBC 1630 R 5.500 Numerical coefficient hn 23.000 feet Building frame system wood framed and all otiw bulldi ; s : CT 0.000976 C„ 0.540 T = CT (hn)"4 0.0103 sec. Per UBC 1630.2 V=(Cv*1)1(R*T) 9.58 (304) The total design base shear need not exceed the following: V=(2.5*Ca*l)IR ` W = 0.164 VV Where CA=F 0.360 The total design base shear "shall not be less than the following: V=0.11 *Ca*l W = 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.16411.4 = 0.117 WV As per UBC 1630, seismic factor may be further modified by kedundaricylreliability factor. 14 Frank Glazewski -Architect Date 317100 1907 Mangrove Avenue Suite E ' Chico, Califomia 95926 Tel (530) 343-4630 Seismic factors -1997 UBC Job name Gary Bright ' LATERAL SYSTEM Seismic zone 3 Z 0.300 importance factor 1.000 Static lateral force procedure per UBC 1630 R 4.500 Numerical 'coefficient ' hn 23.000 feet Building frame system steel moment resisting frames CT 0.002986 Cv 0.540 T = CT (hn)"4 0.0314 sec. ' Per UBC 1630.2 V=(Cv*I)1(R*T) 3.83 (30-4) ' The total design base shear need not exceed the following: V=(2.5*Ca*I)IR * W = 0.200 W Where C-0.360 The total design base shear shall not be less than the following: ' V=0.11*Ca`I W = 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.200 t 1.4 = 0.143 W .' Asper UBC 1630� seismic factor may be further modified by Redundancylreliability factor. P f 4J\ 1 46 1 Frank Glazewski = Architect Date 3/7100 ' 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530)343-4630 Seismic factors -1997 UBC Job name Gary Bright LATERAL SYSTEM Seismic zone 3 Z 0.300 ' importance factor 1.000 Static lateral force procedure per UBC 1630 R 2.200 Numerical coefficient U-,+fIeved ca IL-14 hn 23.000 feet Building frame system wood framed and eii other buildings CT 0.000976 C, 0.540 ' T = CT (hn)"4 0.0103 sec. Per UBC 1630.2 V=(Cv*I)1(R*T) 23.95 (30-4) ' The total design base shear need not exceed the following: V=(2.5*Ca*I)IR * W = 6.409 W Where CA= 0.360 The total design base shear shall not be less than the following: ' V=0.11 *Ca*I W 0.040 W Applying load combinations per UBC 1612; Divide seismic factor by 1.4, 0.409 11.4 = 0.192 VII As per UBC 1630, seismic factor may be further modified by Redundancy/reliability factor. ----------------- 41 ' Frank JOB BY 17 1VI Glazewski Arc�ii�ect SHEET NO. DATE ?-0 Z 1 i ! i I L,), = (812-+,0 .0126 = 05��`// , (A) (012- (zb 12,y i I . i ''&ST- weSj I I ' WL W 1 •� '� W 3 ! t A• .. ,B ! 'LI) -Z/i-6S,.oIZ-64 g-,42(004S)=;I�Bk/� I 03' IZ Pr a- ,13= I,51" t 1 t � Frank M., idieVvskl H3 Arcl'iitect JOB SHEET NO. BY DATE east wes k ' ' t f " 1 �•� i ! I"4V i W3 ! A ? ! T6 i 1 W2 = (B/Z), 012.Co {-(fl2+1) i f -P,= 2.-4a i a Frank M. Giazewski Architeet JOB BY SHEET NO. DATE ,lq Frank M,. b la"i W k i e; t JOB BY 4, J Z6 12-Y max; ^tax, 12p� seisoi(-L (aVta foacl("q- vip o". 'd (0) wI. C�}6 101 12- §Httf NO. DATE fflifik-M.- GlAie"WsWi Architect JOB BY SHEET I NO. . DATE �IStrI ATE q I (jeci !,(-(4 A T- -5,92 I`i l6S 1.13 3,52- I cIte- va 101AAS ckf livid if ca"4d-evev-4 icohj I -a of ect J 21 -2-1 1 4 .. � .. _ , I -I- Si-ee,� ��� �••�,�"-Fv2.w�e �SecQ. ; ` 1 � i 2,3 IIS, - 3,I�{�` 1. - i t t I �342- it n ]Frank M. Glazewski 4� r�rchi�ect Mpg SHEET Wo. 'BY bATE CQ�cUla+e Y, -Ino �) �% ctd�i ►o+� �fi%Ut vlrr9. i ( w 1 i P"k: 26 07 F)f /O�ZdJ - /`13S .L F i 3.62k i we Witt Use CZ) ca.Ki; ; co I U."H S;, ; +0 12-11� 4 i .ve -'; I ba o rn e,,f i -a H,ezo + i i i Sip- � � • � Ole J� 4 r � � f ' i I � •f i ! � r! ! i i Frank Glazewski = Architect bate . 3113/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Calculate redundancy by line =1997 UBC Job name Bright residence North -south direction East -west direction Line Load % total SW length r, \ Line' Load % total SW lengtt r, 2 3.92 0.50 12.33 0.406 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 1 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 .0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 1 0.00 0.00 0.000 Calculate p r Mnx 0.406 Building area 1435 s.f. p calculated 0.70 ' i�ME A 6.25 0.45 33.00 0.136 6.91 0.50 33.50 0.149 0.66 0.05 8.00 0.063 0 0.00 0.00 0.00 - 0.000 0 0.00 0.00 0.00 0.000 0 .00 0.00 0.00 0.000 0 .0 0.00 0.00 0.000 0 0.0 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 .00 0.00 0.000 0 0.00 0.0 0.00 0.000 Calculate p rr MAX . 0.149 T Building area 5988 s.f. p calculated 0.27 49, • a Footnotes: 1 Foundation sill plate's and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. in shear walls where the total Wali design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for' a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. 47 r Frank Gkewskl - Architect Date 317i0.0 ' 1907 Mangrove Avenue Suite E Chico, California 95926 ._..Tel (530) 343-4630 Shearwall schedule Job name Gary Bright ~ Mark Description HF DF 1 318" cdx plywood with 8d nails at 6",12` o.c. 0.216 0.260 2 318" cdx plywood with 8d nails at 4";12" o.c. , 0.315 0.380 3 318" cdx plywood with 8d nails at 3,12" o.c. 0.403 0.490 4 112" cdx plywood with 10d nails at 6",12" o.c. 0.254 0.310 5 112" cdx plywood with 10d nails at 4",12" o.c. i 0.377 0.460 6 112" cdx plywood with 10d nails at 3",12" o.c. i 0.492 0.600 7 518" T-1-11 plywood nailed with 8d 'nails at 6",12" o.c: 0.131 0.160 8 518" T-1-11 plywood nailed with 8d nails at 4";12" o.c. 0.197 0.240 9 518" T-1-11 plywood nailed with 8d nails at 3";12" o.c. 0.254 0.310 .,10 112" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum board 'nailed with 6d nails at 7" o.c. max. Footnotes: 1 Foundation sill plate's and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. in shear walls where the total Wali design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for' a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. k Ftahk A a i ew- skli Afthifteet JOB BY Uue'v, bs-O&,7-r= y ,13Z/Oqo vc� A 3r cK or t,j Ju r (,I S/Pe a j7 0 ef co fie Jo.- -r..c.,, by (-A)-V9eJ101 4S -C. V -(6d Witt, d If, SHEET NO. DATE 50 Frank M Glazewski S I Arch�ec� JO® SHEET NO. BY DATE ueoel - (,ne 6 P= 2.60k • w�2= `i��5' , • 1 t t -�-: 2,(oO/9-7S: S,0 hQl�l✓Iy j ! j 1 � 1 ,132,267 .q9y' (Ole, I- 1,(W A3S-c,i-Ib"o/c 1 � . C� _ oT- A, _ il i l µi , i 1SZ Frank 1VI: Glazewsk Architect SOB SNEET NO. 1 BY DATE -- , /0. o lql 1 w i t h pe I vV&40t4f -a-7 1, yl (/0 2 3E- k/' $ OA o k SSI V)ai icy i A wf 43.raf Y5 ' �{—rd 1 �k ° 6,63Iy1)= 1 -ZZ tre Cs 6�2-zxY i • t Wall line line analysis ; Frank Glazewski = k6hitect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel(530)343-4630 Description Bright residence Level Upper Line 0 P lateral 2.550 kips Total wall length 13.000 feet Wall framing species JHF Shearwall v 0.196 kips/ft Ok! Shearwall % Mark v cap Exterior s/s^ T-141 plywood nailed with 8d nails at 4^,1z^ o.c. 8 0.197 kipslft Interior lNone 41 13 0.000 kips/ft V allow 0.197 kips/ft If user -defined SW used; Description F v aiiow 0.000 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.683 feet 0.196 Anchor bolts ❑ Applicable? 0.730 = 3.722 feet 0.196 Blocking/top plate _ p Applicable? Length of attachment 47.00 1feet v 0.054 kipslft 16d nails at 16 inches o.c. at Sk___� 112" dia. good for 0.730 kipsleach 112" di'i. at 0 inches o.c. max. Conf=iector A35 lirl 0.450 Ikipsieach tl'_� . Connectors 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate v 0.196 kips/ft A35 at Page 1 ❑ Appllcable7 0 inches o.c. max. S' Lino geometry Frank Glaiewski - Architect Date 3114/00 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description I Bright residence Level I Upper—Line Page 1 V1 v1 V2 V2 V3 v3 V4 v4 Segment Desc. Wall Opening ;+; 0.05 u `"' Force 13.00.—..- o 13.00 y 5.00 w 5.00 y -0.694 8.00 0 8.00 y 0.020 3.50 w 3.50 y -0.408 13.75 0 13.75 y 0.092 4.50 w 4.50 y -0.642- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000, 0.000 0.000 0.000 k� 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 13.00 34.75 Maximum collector force 0.694 kips ' 16d nail good for 0.115 kipsteach Splice 6 16d nails Page 1 , 59 ' Frank Glazewski = Architect 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel (530) 343-4630 ' Shearwall summay = Wall stability Description Bright residence- Level esidenceLevel Upper Line 1 1.000 ' Assembly dead loads: Roof FO—.O 1-4 ksf Floor0.011 ksf ' Wall 0.010 ksf Stability" details v 6.196 klOSIA Design controlled by: Seismic Dead load Wuction factor: 0.667 Date 3114100 Shearwall Dead load trib. Lengths �' 1D 8 8CD a c E > Holdown 5.00 8.00 8.00 15.50 0.297 7.8 2.5 4.50 1.38 1.38 CS 1612-2X4 4:50 8.00 8.00 15.50 0.297 7.06 2.01 4.06 1.43 1.43 CS1612-2X4 ' 3.50 8.00 8.00 15.50 0.297 5.49 1.21 3.50 1.34 1.34 CS1612-2X4 1 s.. a r ' Page 1 Wall iine analysis Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Description Bright residence Level jupper Line P lateral 2.570 kips Total wall length _ 27.750 feet Wall framing species JHO Shearwall v 0.093 kips/ft Oki Shearwall Exterior 5/8".T-1-11 plywood nailed with 8d nails at 6", 12" o.c. Interior I None If user -defined SW used; Description Sill nailing ❑ Applicable? 0.134 = 1.447 feet 0.093 Anchor bolts ❑ Applicable? 0.730 = 7.882 feet 0.093 Blocking/top plate Q Applicable? Length of attachment 47.00 feet v - 0.055 kips/ft Connectors at rim foist to mudsill/cripple wall top plate v . 0.093 kips/ft' Mark v cap 7 0.131 kips/ft t� 13 0.000 kips/ft V allow 0.131 kips/ft V allo%4 0.000 kips/ft 16d sinker' good for 0.134 kipsleach 16d nails at 16 inches o.c. at SW ��'— 112" dia. good for 0.730 kipsleach 112" dig. Pt 0 inches o.c. max. 4 ConnOctot _ A.35 0.450 kipsleach Connectors 48 inches o.c. Max. ❑ Applicable? A36 at 0 inches o.c. max. Page i so Q Line geometry` Frank Glazewski At•chitect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tql (530) 343-4630 Shearwall summary - Line geometry Description Bright residence Level Upper Line 2 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening -.� ; 0.05NMI I Force — -- -. -- a.uu o 5.uu y 16.25 w 16.25 y -0.269 8.00 0 8.00 y 0.361 11.50 w 11.50 y -0.069 7.00 0 7.00 y 0.377 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - - – 0.000 0.000 0.000 0.000 -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 , Total lengths 27.75 20.00 Maximum collector force 0.377 kips 16d nail good for 0.115 kipsleach Splice 4 16d nails Page 1 Stability details Frank Glazewski - Architect Date 3114100 1907 Mangrove Avenue Suite E 8 Chico, California 95926 Tel (530) 343-4630 a Shearwall summary - Wall stability o Description Bright residence Cn Level Upper Line 2.000 v 0.093 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Seismic Floor1wksf ksf Dead load reduction factor: Wall 0.667 Shearwall - Dead load trib. Lengths cc 8 8 ~ a E m o HoldoWh Cn lbl. S.UU U.UU 15.5U U.291 12.0 26.2 15.75 -0.34 11.50 8.00 8.00 15.50 0.297 8.52 13.10 fl.00 .00 -0.02 -0.34 No ties required =0.02 No ties required I Page i shu 1 Frank M. Glazews! ' Sy Are i c JOB BY DATE [owe,- level- b'4e 1 loyje,/ 1" -el — line i Se— 1 - i ! lower Ie�e i � t J � i • � j� i! 1 j j j 1 1 � gill r Wall line analysis . Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Description Blight residence Level iLower Line P laieral 2.770 kips Total wall length 13.160 fee/t, Wall framing species HF Shearwall v 0.210 kips/ft Okl Shearwall Mark V cap Exterior 15/8"T-1-11 plywood nailed with 8d nails at T, 12" o.c. 9 0.254 kips/ft Interior lNone 13 0.000 kips/ft V allow 0.254 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft SIII nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.637 feet 0.210 16d nails at 16 inches o.c. at SW Anchor bolts 0 Applicable? 0.730 0.210 Blocking/top plate Length of attachment v 3.468 feet Q Applicable? 22.00 feet 0.126 kips/ft Connectors at rim ioist to mudsill/cripple wall top plate v 0.210 kips/ft l 112" dia. good for 0.730 kips/each oto 1/2" dia. at , f inches o.c. max. Connectbir -- I A35 IVI0.450. kips/each Connectors 43 inches o.c. max! El Applicable? A35 at 0 inches o.c. max. Page 1. Line geometry Total lengths 13.16 12.50 Maximum collector force 0:945 kips 16d nail good for - 0.115 kips/each Splice 8 16d nails Page 1 Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Bright residence Level Lower Line EA V1 v1 V2 V2 V3 V3 V4 V4 Segment Desc. Wall 0 enin 9 P 9' j1,7 0.11 Force 3.75 0 3.75 y 13.16 w 13.16 y -0.405 8.75 0 8.75 y 0.945 Total lengths 13.16 12.50 Maximum collector force 0:945 kips 16d nail good for - 0.115 kips/each Splice 8 16d nails Page 1 0,11 Stability details P Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Bright residence Level Lower Line 0 v 0.210 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 10.011 Iksf Dead load reduction factor: Wall 10.010 ksf 0.667 SheaMall Dead load fib. Lengths a '7 d- E m; lioldown 8 8 3: v o Fes- $ o a 13.16 8.00 8.00 2.00 1.00 0.119 22.2 6.9 12.66 1.39 1.39 LTT2utiiz-zx4 iv, Cel conGve* Page 1 r. 63 Wall line analysis Frank Glazewski = Architect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Date 3114100 Description Bright residence Level Lower Line © P lateral 4.750 kips Total wall length 13.000 feet Wall framing species JHF . Shearwall v 0.365 kips/ft Oki Shearwall Mark v cap Exterior 3/8° cdx plywood with 8d nails at 3°, 12" o.c."k. / 3 0.402 kips/ft Interior lNone 13 0.000 kips/ft v allow 0.402 kipslft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicabie? 16d sinker good for 0.134 kipsleach 0.134 = 0.367 feet 0.365 16d 'nails at 16 inches o.c. at SW Anchor bolts �D Applicable? 112" dia. good for 0.730 kipsleach 0.730 = 1.998 feet --0.365 112" ft at' ... inches o.c. max. Blocking/top platep Applicable? Coriiiectof - A35 0.450]kips/each Length of attachment 8.00 feet v 0.594 kipslft Connectors 9 inches o.c. max. ' Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.365 kips/ft A35 at 0 inches o.c. max. Page 1 6y Line geomety f=rank Glazewski = Architect Date 3/Wol) 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description I Bright residence Level Lower Line I B V1 v1 V2 v2 V3 v3 V4 A Segment Desc. Wall Opening.„0 0.32 ” 0.08 15 1 jja&tj Force 4.75 w 4.75 8.25 w 8.25 y y 1.736 17.50 0 17.50 y 1.461 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 f.. _ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 13.00 17.50 Maximum collector force 1.736 kips 16d nail good for 0.115 kips/each Splice 1 16d nails no s�lic� �f � rlw� Page 1 Stability details Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 v `° Tel (530) 343-4630 8 C '- Shearwall summary - Wall stability a C Description Bright residence E Y m > n § Level Lower Line © v 0.365 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 10.011 Iksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load Crib. Lengths Y v `° _ 8 8 C '- C C a C a E Y m > n § Holdown 2 CU 1 s.UU tl.UU U.UU U.UBU AU 4.5 12.50 2.80 I e 2.80 hfri� 2.604-a'60 _ 5'yok z. 7 -I -q 5 s-�r,2a Page 1 (�'(O Wall line analysis Frank GlazeWW - Architect Date 3/14100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Description Bright residence Level Lower Line C P lateral 2.570 kips Total wall length 13.750 feet Wall framing species JHF • Shearwall v 0.187 lips/ft- Okl Shearwah Mark it cap Exterior 5/8" T-1-11 plywood naffed with 8d nails at 4"; 12" o.c. 8 0.197 kips/ii Interior iNone 13 0.000 kipslft V allow 0.197 kips/ft If user -defined SW used; Description v avow 0.000 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kipsleach 0.134 = 0.717 feet 0.187 'Id nails at 16 inches o.c. at SW Anchor bolts Q Applicabie? I/2" dia. good for 0.730 kips/each 0.730 = 3.906 feet N �" 0.187112" dia. at 0 inches o.c. max. Blocking/top plate ❑� Applicable? ` Ccrthector A35 : 0.450 kips/each Length of attachment 26.00 feet v 0.099 kips/ft Connectors 48 inches o.c. max.' Connectors at rim loist to mudsill/cripple wall top plate ❑Applicable? v 0.187 kips/ft A35 at 0 inches o.c. max. Page 1 (01 Line geomety Frank Glazewski - Architect Date 31i41oo 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description lBhght residence Level ..Lower.... - Line C V1 v1 V2 V2 V3 0 V4 v4 Segment Desc. Wall Opening. 0.10' . 'i' '_ �`"�' Force 6.75 0 6.75 y 8.25 w 8.25 y -0.680 5.00 - o 5.00 y 0.030 5.50 w 5.50 y -0.474 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 !.- — 0.000 0.000 k 0.000 0.000 0.000 ' 0.000 0.000 Total lengths 13.75 11.75 Maximum collector force 0.680 kips 16d nail good for 0.115 kips/each Splice 6 16d nails Page 1 ' Frank Glazewski = Architect 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel (530) 343-4630 ' Shearwall summary - Wall stability Description Bright residence Level Lower Line C 0 Assembly dead loads: Roof — 0.014 ksf Floor 0.011 ksf Wall 0.010 ksf Stability details V 00 87 kipslft Design controlled by: Wind Dead load reduction factor: 0.667 6g F Date 3114100 Shearwall Dead load Crib. Lengths cc 0 `° 8 8 E , Holdowri 8.25 8.00 16.00 ' 5.50 8.00 16.00 0.160 12.3 3.6 7.75 1.28 0.160 8.22 1.6i 5.00 1.43 /.y3f/22 = 2.&Sk (L-- Arr-t6b ix`%. a ass- f p>"4 - 1.28 LTT20B12-2x4 1.43 I Page 1 Wall line analysis Frank Glazewski - Architect Date 3/14100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Description Bright residence Level Lower Line 0 P laieral 3.820 kips Total wall length 13.500 feet Wall framing species oW Shearwall v ! 0.283 kips/ft Oki Shearwall Mark v cap Exterior 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 9 0.310 kips/ft Interior None 13 0.000 kips/ft v allow 0.310 kips/ft If user -defined SW used; Description I I v allow 0.000 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.154 kips/each .0...154 = 0.544 feet 0.283 Anchor bolts Q Applicable? 0.820 = 2.898 feet 0.283 Blocking/top plate p Applicable? Length of attachment 47.00 feet v 0.081' kips/ft 16d nails at 16 inches o.c. at SW 1/2" dia. good for w 0.820 kips/each 1/2" dia. ,t , inches o.c. max. Connector A35 i� 1 0.450 kips/each Connectors 48 inches o.c. max. Connectors at rim ioist to mudsill/cripple wall top plate v 0.283 kips/ft A35 at Page 1 ❑ AwIlcabie? 0 inches o.c. max. Page .1 Line geomety 1 Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Bright residence ' Level Lower Line V1 v1 V2 v2 0 v3 V4 v4 Segment Desc. Wall Opening °` 0.08 . F. x Force 13.00 0 13.00 y 8.50 w 8.50 y -1.044 12.33 0 12.33 y 0.679 5.00 w 5.00 y -0.311 8.75 0 8.75 y 0.703 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 = _ 0.000 `-- 0.000 0.000 0.000 ' 0:000 0.000 0.000 ' 0.000 Total lengths --- 13.50 34.08 Maximum collector force 1.044 kips 16d nail good for 0.132 kips/each Splice 8 16d nails Page .1 Stability details Frank Glazewski - Architect Date 3/14/00 1907 Mangrove Avenue Suite E Calico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description Bright residence Level Lower Line 1.000v 0.283 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall I Dead load trib. Lengths b.oU u.UU 1b.UU 15.bu 9.UU U.416 151 11.5 U.UU 1.45 1.45 HTT16/2-2x6 5.00 8.00 16.00 15.50 9.00 0.476 11.32 3.97 4.50 1.93 1:93 HTT16/2-2x6 S Page 1 v - v S _ 8 °�� A) Ei Holdown i `" ocn b.oU u.UU 1b.UU 15.bu 9.UU U.416 151 11.5 U.UU 1.45 1.45 HTT16/2-2x6 5.00 8.00 16.00 15.50 9.00 0.476 11.32 3.97 4.50 1.93 1:93 HTT16/2-2x6 S Page 1 Wall line analysis Frank Glazewski = Alrchitect 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 3434630 Date 3114100 } Description j Bright residence Level tower Line 2 P lateral 3.920 kips Total wall length 12.330 ,feet Wall framing species JHF Shearwall v 0.318 kips/ft Okl Shearwall Mark v cap Exterior 3/8° cdx plywood with 8d nails at 3", 12" ox. 3 0.402 kips/ft Interior INone 13 0.000 kips/ft v allow 0.402 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ® Applicable? 16d sinker good for 0.134 kipsleach 0.134 = 0.421 feet 0.318 Anchor bolts 2 Applicable? 0.730 = 2.296 feet 0.318- Blocking/top .318- Blocking/top plate Length of attachment v 0 Applicable? 12.33 feet 0.318 kipslft Connectors at rim ioist to mudsill/cripple wall top plate v 0.318 kipslft 16d 'nails at 16 inches o.c. at SW 112" did. good for 0.730 kips/each 0�i 112" dia. ttt 0. inches o.c. max. .�,.. Connedt&.-y A3s 0.450 kips/each Connectors 17 inches o.c. mak. ❑ Applicable? X35 at 0 inches o.c. max. Page 1 ' Line geometry Frank Glazewski - Architect Date 3114100 1907 Mangrove Avenue Suite E ' Chico, California 95926 Tel (530) 343-4630 ' Shearwall summary - Line geometry Description Bright residence Level I Lower -Line 1 2 V1 v1 V2 v2 V3 Q V4 v4 Segment Desc. Wall Opening 3 0.08 °" Force 6.00 o - 6.00 -y 15.50 0 15.50 y -0.502 4.00 0 4.00 y -1.800 9.00 0 9.00 y -2.135 12.33 w 12.33 y -2.888 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 12.33 34.50 Maximum collector force 2.888 kips 16d nail good for 0. i 15 kips/each Splice 25 16d nails Page 1 -43 Stability details Frank Glazewski = Architect Date 3114100 1907 Mangrove Avenue Suite E Chico, California 95926 m Tel (530) 343-4630 v Shearwall summary - Wall stability Description Bright residence E Level Lower Line 2.000 v 0.318 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind FloorIRksf ksf Dead load seduction factor: Wall 0.667 Shearwall Dead load trib. Lengths m v CU v E Holdown L CU 12.33 8.00 8.00 15.50 4.00 0.341 31.4 17.3 11.83 1.68 1.68 HTT1612-2x4 1. Page 1