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041-660-003
j 0 Y}I II 'ro , 041-660-003 PERMIT#98-0178 SORENSON, Wendell 3445 Sunview Rd., Paradise ORa New Single Family 041-66-0-0003 99-0409 BPEM SORENSON, Wendell. 3445 Sunview, Paradise /2.V G (new single family)—J�//t%q(' �. 1 /. l 041-660-003 00-0535 VERTREES, Bill & Sally 3445 Sunview Dr., Paradise Cont: Wes Paladef//,w/- �6 New Pri Det Garage/Workout Rm El 1 t " NOTES RESIDENTIAL 041=660-003 00-0535 PERMIT N0. VERTREES, Bill & Sally_ 3445 Sunview Dr., Paradise Corit: Wes Palade New Pri Det Garage/Workout Rm t� A i• S. F y b JOB FINALED (Date) Signature �r Y , T eel l� � 1 y b JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable . = Not Ready, ' MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1/� Date Card B-1 FINA (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch Soils; Compaction -Structure Stability 3. Sewer; Location -Test -Fall -C/O -Concrete Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Receptacles and Lighting, Distance-GFI 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Elec.; Pool Lighting; 15 Volts-GFI 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG MISCELLANEOUS *} Date DECKS, COVE , CARPORTS GARAGES (Plans) OK except #'s o ' equirements-Setbacks-Easements goefootings; 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. Carperjsi. ndows-Doors ash Date =✓���/� 7. Well Clearance & Disconnect Card B-1/� Date Card B-1 FINA (Plans) OK except #'s 8. Utility Clearance 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Elec.; Pool Lighting; 15 Volts-GFI Card B-1 Date Card B-1 Date 7. 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, COVE , CARPORTS GARAGES (Plans) OK except #'s o ' equirements-Setbacks-Easements goefootings; 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. Carperjsi. ndows-Doors ash Date =✓���/� Card B-i�f� DateJ�/�Card�' JJ Date Dat Card B-1/� Date Card B-1 FINA (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 J = OK 0 = Not OK - _ Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning•Setbacks- Ease ments- Flood -Slope .. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped , Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground - 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolls-Joists-Vents-Crippies 62. 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Ext. Steps -Door & Sidelight Protection -Landings PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Inslld./ e U Yes 0 No/Watks U Yes 0 No/Planters 0 Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco B n -Finish A.C. Unit Disconnect, Electrical -Plumbing 34. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 88. 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 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 Tingle & Duplex) Date FRAMING (Continued) 46'. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55: Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. - Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents -Under. lr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59., Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Inslld./ e U Yes 0 No/Watks U Yes 0 No/Planters 0 Yes ] No 83. 84. Stucco B n -Finish A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 v Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ---0_S_:R S7 - ASSESSOR PARCEL NUMBER 041-660-003 ZONING BUILDING PERMIT OWNER BILL & SALLY VERTREES T-877.7119 SD. FT. OCC. BUILDING VALUATION 416 7,488 OWNERS MAILING ADDRESS3445SUNVIEW DRIVE, PARADISE 95969 _U 225 R 19,150 CONTRACTOR'S NAME WES PALME HONE T-877- 0141 CONTRACTORS MAIUNG ADM5 SOUTH LIBBY ROAD CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ % 919.638 ARCHITECT OR ENGINEER J.L. RANDALL & ASSC. LICENSE 140. Filing Fee $ 20.00 Permit Fee $ 907-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 134.58 BUILDING ADDRESS 34415 SUNVIEW DRIVE PARADISE Energy Plan Checking Fee $ 23.00 $ PERMIT s 384.55 LOT NO. 7 SUBDIVISIONS NAME PARCEL FEE PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW GARAGE AND WORKOUT ROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p gORLESS 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 licenS s In full force and effect. �7 License Class Lic. No. OWNER -BUILDER DECLARATION ; I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. SO 3.5¢FT_ 22-4 pEOSIDT' MULTI.OUTLEi @7.50 POWER APPARATUS SINGLE OUfIET CIR. Ex. Occup. OUTLET OR FIXTURES BAS @ 1.50 Ex. Occup. DUTLFDIEEDTS REQS p,OEq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 42.43 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. ❑ I 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c=vly with those provisions. X U - L��_ Date -- ' { C7 Signature o Applicant - ❑ Owner (Contractor ❑ Agent An OSHA permit is required for exccava ' ns over 60" deep and demolition or construction of structures over 3 stories in hei h MECHANICAL PERMIT Fling Fee 20.00 Heating 50,000 15.00 Cooling 2 TON 15.00 Hood 6.50 Ventilation PERMIT FEE S 50.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 U CONST. TYPE V TOTAL FEE $ HAZ. p, IMP FLOpo V/ cDF Pqq L HD ISsu 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. B y D '�I a ll !!a �ERMIT EXPIRES ON 2 efe Receipt No. B WHITE -D. D. A.M. CANARY -ASSESSOR ' PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... - Additional Fees Due ........... - Revised Plan Checking Fee ....... 2. SCHOOL DISTRICT FEES . (paid at District Office) $ 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 0.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 4 ss���� l - ,,w- Oo3 J DATE ' �� � D RECCEIIPTT # DATE REC a ��1 At time of permit application, I was advised the above fees are -required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. �(Rev.12/96) APPLICATION AND PERMITS �J �.1 ASSESSOR PARCEL MlMSER — 003 ZONING BUILDING PERMIT li•+L. TELEPHONE ' SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADO 8 �ti HJ V L�•� �1 � . C.OMRACTOR'8TELEPHONE es � S"" -olq LL 17-1110 CONTRACTORS M,a�DRFSL. L'� P�9►j CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation b ARCNITECT 0pp•��NOINEEA S.L. UG��a\ SSS . LICENSE N0. Filing F@9 S 2 0. 00 Permit Fee S ARCHITECT OR ENGINEERS WAILING ADDRESS Plan Checking Fee $ tS nn a o • Energy Plan Checking Fee $ Q2a �5�6. �C(,tnll/2C(> ra PERMIT FEE _ LAT NO. SUBDIVISIONS NAME PARCEL MAP d PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome .❑ Other SPECS Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 1O�Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ 1. Describe Work: %OL4?� U CSAA46E Other ❑ J�- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filin ee 20.00 Main Service z�o'o�o.RtE�ss 23.00 ' Main Service 200A TO IOWA 46.00 NEW CONST. OWELl1Na OCCUP. -3.50 IC OR ADONS. 6 ACC. i s. NON -RES 0. NEW CONST. MULTI -OUTLET L@7.50 PSOWnIFAPPARATUS B O ,FL BZOL N'50EX. OCCU OUTLET OR FvruAEs ® w APF Ex. Occup. o 'S p,C`RE. 5.00 Service 23.00 —Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 HeatingGQ�j Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspectin Fee v - l8 $ • 6ro DCCU T. PE T T L FE .Z D. FE COF P ND/ 45U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ro A E.H. USE ONLY Plot Plan Arteched Floor Plan Attached Sant to S.D. � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Verfre.es .344S-Yy K vlew 0241- 660- OV3 Owner Location A►P# Plan Approved for: Sewage Disposal — Y Water Supply: Public Private Well Clearance for dwellingW1 ct. A&,2fl �" "rte 4&2 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 �+ S1�p.'sp� °r",Y'"Y�#'/'K3i•:.''�nii,-^%+7�9'��'!'1.iM �+R'�`•�-�%"-iX�-'�Il� '+�"- �F � r� hY�''�"-M'`F�'"rii( P`; l�'w-'.,..r � ' •� : . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSORPARCE!) ER: 4#-4(.0- 603 Proposed Building Use: w -Building Inspector. Date:T :Z— �3i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 113. Complete plans, 3/4 sets, signed by the preparer of plans. Oeered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. gineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ergy Design Compliance and supporting documentation. -----------------,-'------------------------ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ actured Home data ancd installation in c ons including Tie Down Specifications .------------------ / Fees -of $ --3--- - _ -----I---!- -- -f ------------------------------------ act fees as shown on the attached schedule. ---- �1----------------------- - --------------------- alifornia Department of Forestry plan approval/fees. - - `I Ell 3�Flo'od elevation certificate. ---------------------------------------------------------------------------------------- Y 94'4. Sanitation and plot plan approv ealth Department. ------------------------------------------- iJIILT ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carver and policy number. ----------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ------------- El 26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----------------------------------------------------------'---------------- ❑28. Existing violations and/or expired permits.------------------------------------------------------ `--------------- ❑29 ❑30 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Other: (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑M to contractor. []Telephone 9� tl� 14 � and hold for pickup atCP ( 1-0 office. ❑ Deliver with inspector. Applicant: Date: s Copy of Haz-Mat forth sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departm Date: By: 1. Index permit application for the above items numbered: ff / j ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was advised of the above uired phone, mail, Building Division counter, by Date: Plans reviewed by: Date. v2j by ❑ 1313 Plans approved by: Date: -12'00 Sets of plans on hold in ❑ Plan Cabinet, ❑ A:P- folder. Note transfer by: Date: ,;? Yellow Copy - Department of Development Services, Building Division. Ij • � � s' r . •Zr< BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District S !J Building Department No. A.P. Number 'T " (� Co Jurisdiction: CityCounty Property Owner ' Q/ti �• - -s Property LocatiordAddress Subdivision Lot No. Residential Development No of Living . Units Commercial/Industrial New m P Building Department Representative �l1ooraeA� .................................................................................................................. Sq. Footage .� Mobile ddition/ •Supplemental to (Group R) Installation Conversion . Permit # s................................................................................................................... *(No foundation inspection): 'ter ' ,c aria- - '�•Sq. ., r Footage Addition (Including Exterior Roofed Areas) ��%n Jam. -(/der,--- , ! `� 4' Date (Floor mans reviewed Dy Scnooi uistnct versonneu Distract Identification No. School Districtcertifies that r--\ - t (Applicant) �7 7 S— (Street Address) (City) has complied with the requirements of Resolution No. 1 representing �5p 4;>s square feet. School District Representative Paid by Check # Remarks: is ;• A �n (Phone Number) (State) r ` (Zip Code) N s. „z. by payment of $ AB 2926' $ / FULL MITIGATION $ Date i t 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 (CEQAI, 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.x(s (10/98)dmm , S T R. U C T U R A L ------------------------- -- C A L C U L A T I.O N S ---------------------------------- F 0 R G A R A G E D 0 0 R WALL B I L L & S A L L Y V E R T R E E S 3 4 4 5 S U N V I E W D R I-V E P A R A D I S E, C A 9 5 9 6 9 J. L. R A N D A L L & ASSOCIATES 5 4 3 9 B L A C K O L I V E D R IN E P A R A D I S E, C A .915 9 6 9 t F L T E N G I N E E R I N G 5 7 9 0 CLARK R:O A D PARADISE, CA 95969 ( 5 3 0) 8 7 2- 0 2 5 4 u m IFLU CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PROJECT: BY:LT DATE: T SHEET No. / OF CHECKED BY: DATE: JOB No. ��/`� • ��,,,, %% SUBJECT: 2320 US<f /C.50 �1VESS/ON R C E 32434 Q 9� ���— 12-31-2000e. Expires ,��vc N 2 o.32 rm ♦c SOL . CAVI OF CALVE Sr �i�S'�ECT�ods, VP?F- 3"F10.12) = 3. 'C Z -.v , 'Zz; . 1,33 3 �¢,� /� cl- f D9�X /. 33 = �. SP�r 6v� Vic, D, 77, 7- F . //L3 1ML aLCUL MM `q 11 CIVIL • STRUCTURAL BY: �`� ( DATE: ! �O SHEET No. 2 OF (530) 872-0254 FAX (530) 872-9331 OdY 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Y Qp// ;>Z t 41 ILI 22 O T x C� t, �sc ��� X 1"'7,. - 2 73x,. F= /, 32 /-- > , 77K / Fr6 /, /6/' a fx /¢ ����� oA-) � ,9776 -e -Z if- (90 112� 'v / 0 l 9�t�►, CDC' �vf �f'cL e � �/Zy — � o .c, 7a T - �,C3, o� ��,� ) /Z i /0 4 �O,cvT. �if>C. /="Tx . G[]/-`04 T. e-8, 0 TABLE-OF CONTENTS TOC Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:.51:09 Project Address........ 3445 SUNVIEW ******* PARADISE *v5.00* �3,5 Documentation Author... ROBERT MANGRUM ******* Building ermit # Paradise Mechanical _ IZ/ 5655 Almond Street Plan Check / Date Paradi.se, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. ..MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -TOC User#= CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 ******* ,Project Address........ 3445 SUNVIEW PARADISE *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 ; 530-877-8882 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 GENERAL INFORMATION Conditioned Floor Area..... 225 sf Building Type .............. Single Family Attached Construction Type ......... New. Building Front Orientation. Front Facing 180 deg.(S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage.......... 22.2 % of floor area Average Glazing U -value.... 0.87 Btu/hr-.sf-F Average Glazing SHGC....... 0.7. BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 FRONT WALL, LEFT WALL RIGHT WALL GARAGE WALL Door None R-0 R-0 R-0 0.330 FRONT DOOR Roof Wood R-11 R-19 R-30 0.031 ATTIC S1abEdge None R-0 R-0 F2=0.760 SLAB EDGE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins.* Window Left (W) 25.0 0.870 0.700 Standard Standard Yes Window Right (E) 25.0 0.870 0.700 Standard Standard Yes THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 225 3.5 SLAB FLOOR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 MICROPASS v5.00* File-RANDALI2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 HVAC SYSTEMS This building incorporates a High Mass Design. This building incorporates non-standard Duct R -value. This building incorporates non-standard Duct Location. REMARKS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.630 AFUE None R-0 'No No NoSetback NoCooling 10.00 SEER None R-0� No No NoSetback SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. This building incorporates non-standard Duct R -value. This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 MICROPAS5 v5:00 File-RANDALI2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 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. Name.... Company. Address. Phone... License. Signed. DESIGNER or OWNER JOHN RANDALL JOHN RANDALL & ASSOCIATES 5439 BLACK OLIVE DR PARADISE, CA 530 ,8,77.5912 RCEMENT AGENCY Name... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 SicrnecY . (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 Project Address........ 3445 SUNVIEW . ******* Documentation Author... Climate Zone........... Compliance Method...... PARADISE ROBERT MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS5 v5.00 for *v5.00* ******* Building Permit # Plan Check / Date Field Check/ Date 1999 Standards by Enercomp, Inc. ;MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 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 *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er✓ ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 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(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title .......... .VERTREES WORKOUT RM Date..03/28/00 08:51:09 MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 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. *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. 114: Pool and.Spa Heating Systems and Equipment 1. System is certified with 780-. 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 (Exception: Non -electrical cooking appliances. / with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL. Page 6 MF -1R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:5.1.:.09 MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM MF -1R User##-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 LIGHTING MEASURES Design- Enforce- er ment 150(k)1: 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 are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title........... VERTREES WORKOUT RM Date..03/28/00 08:51:09 Project Address........ 3445 SUNVIEW ******* PARADISE *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit# Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone..... ..... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical 'Run-RANDALL TITLE 24 MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Total Standard Design Proposed Compliance Design Margin 23.04 29.96 -6.92 33.97 -26.12 7.85 57.01 56.08 0.93 *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front"Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 225 sf Single Family Attached New Front Facing 180 deg (S) 1 1 ReducedYear Slab On Grade 1 1800 cf 225 sf 22.2 % of floor area 0.87 Btu/hr-sf-F 0.7 8 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit HOUSE Residence 225 1800 1.00 Yes NoSetback 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Door 6 Roof Surface OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments 100 0.088 13 180 90 Yes W.13.2X4.16 FRONT WALL 95 0.088 13 270 90 Yes W.13.2X4.16 LEFT WALL 95 0.088 13 90 90 Yes W.13.2X4.16 RIGHT WALL 120 0.088 13 0 90 No W.13.2X4.16 GARAGE WALL 20 0.330 0 180 90 Yes None FRONT DOOR 225 0.031 30 n/a .0 Yes R.30.2X4.24 ATTIC PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE 7 SlabEdge Orientation HOUSE 1 Window 2 Window Surface HOUSE 1 Window 2 Window Left (W) Right (E) 60 0.760 R-0 No SLAB EDGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 25.0 0.870 0.700 270 90 Standard/0.76 Standard/0.68 25.0 0.870 0.700 90 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area' Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 25.0 5.0 5.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25.0 5.0 5.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity. UIMC R -value Location/Comments HOUSE 1 S1abOnGrade 225 3.5 28.0 0.98 4.60 R-0.0 SLAB FLOOR COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 MICROPAS5 v5.00 File-RANDALI2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-RANDALL TITLE 24 HVAC SYSTEMS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. This building incorporates non-standard Duct R -value. This building incorporates non-standard Duct Location. REMARKS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.630 AFUE None R-0'' No No 1.000 NoCooling 10.00 SEER None R-0 No No 1.000 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. This building incorporates non-standard Duct R -value. This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 10 HVAC Project Title.......... VERTREES WORKOUT RM Date..03/28/00 08:51:09 ******* Project Address........ 3445 SUNVIEW PARADISE *v5.00* Documentation Author... ROBERT MANGRUM ******* Building Permit# Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 Fi1e-RANDALI2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-RANDALLTITLE 24 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....... 225 sf 1800 cf Front Facing 180 deg PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 3816 1026 Glazing Conduction ............... 1740 914 Glazing Solar .................... n/a 2294 Infiltration ..................... 1024 309 Internal Gain .................... n/a 0 Ducts............................ 0 0 Sensible Load. 6580 4543 Latent Load ...................... n/a 909 Minimum Total Load 6580 5451 (S) Note: The loads shown are only one of the criteria affecting the selection of HVAC" equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. March 28, 2000 Wes Palade 5485 So. Libby Road Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Building Permit Number: 00-0535 Assessor's Parcel Number: 041-660-003 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please provide energy calculations for your exercise room. s . We will require a fee of $89.00 for SRA. Please provide a lateral analysis for the entire front of your building. It does not comply with the prescriptive bracing requirements of the UBC. Have the engineer or architect put all of his requirements on the plans and stamp and sign the plans. Plan check will continue upon. receipt of the above items. Additional items may be required when plan check is resumed. Sincerely, Linda Sexton. Building Plans Examiner r /041=66-0-0003 99-0409 p` RESIDENTIAL SORENSON, Wendell 3445 —Paradise (new single family) -� PERMIT NO. ' f ERMI.T_EXP_IRES_ rt OWNER x C, )NTR. t ASSESSOR PARCEL _ - • �,t)CATION 1' it %r tr t ` , CHECKED BY SRA ,' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ,Temp. Power Pole i �! Called PG&E Temp. Elec. Service r ` Called PG&E �4 Temp. Gas Service ` Called PG&E ' JOB FINALED (Date) ftj/-- Signature t P� V=OK 0 = Not OK Notble • t eady NoRMOBILE HOMES Date MOBILE HOME UTILITIES (Plane) OK except N'a DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning RequirementsSetbacks-Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer. Locadonp-Test-Fall-CA-Concrete 3. Decks; Girders and/or Joista-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beame-Rttrs.-Connectore Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /AmpCavrete S. Alum. Awn.; Cdumns�ConnectionsSplice-0ecal-Enclosures 6. Gas; Location-TestWrap; / /LYt / /Nat or/ /'L9t/ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance a 8. Fmrg.; Sils-AnchorsStuds-Ritrs-Russes 9. Siding; Nailing-VeneerStucco-Mesh Date Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except is 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Sb Spacng-Maniage Line Card B-1 Date • • Card B-1 3. Gas; MH Test-0ernand•ValveConnector POOLS (Plans) OK except #r'a 4. Electricity; MH TesWmoswers-Breakers-Clearances 1.' Setbacks -Easements 5. Drain; MH Test-Fa9+Iex Connector 2. Soils; Compaction -Structure Stability 6. Water, MH Te"egulator-Connector 3. Pod Structure; Steet•Connections-Thickness Dead Men -Lining 7. Water and Sewer Connected -C/0 to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance -GA 8. Gas and Electricity Tagged S. Elec.; Pod Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 10. Exits; Insp.Sketch 7. Elec.; Bonding: Metal w/5'-arculaWrg Equip.44eater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/S Circulating Equip.4'od LBhtg. Boxes-Enclosures-Parrelboards4ns. to Main in Conduit 12. Pennanen Foundation Only: License Decal 9. Health Department Approval 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 RequirementsSetbacks-Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joista-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beame-Rttrs.-Connectore Shthg.-Rfg.-Bracing S. Alum. Awn.; Cdumns�ConnectionsSplice-0ecal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fmrg.; Sils-AnchorsStuds-Ritrs-Russes 9. Siding; Nailing-VeneerStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date • • Card B-1 Date POOLS (Plans) OK except #r'a 1.' Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steet•Connections-Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA S. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding: Metal w/5'-arculaWrg Equip.44eater 8. Elec.; Grounding; Equip. w/S Circulating Equip.4'od LBhtg. Boxes-Enclosures-Parrelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK = Not Applicable Not Ready Date / UNDERFLOOR (Plans) OK except ft ningSetbacks-Easments-FloodSlope , Main; Soils-Elec. Gmd. / '/' Ftg. Depth Or Ftg. Garage; Soils-Steel-Elec. Gmd/ C Fig. Depth Jt. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth S mwalls, Main; Steel-Blockouts-Wrapped )4temwalls, Garage; Ste"lockouts-Wrapped d Downs and Special Anchors .)Slab, Ste"rapped 144 11-0 . Piers -Fireplace Ftg.Steel- 9. D.W.V.; Fallfitting4est-2 Way CNSewer Test 10. UP Gas Pipe; Sine Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-SupporNns. 14. Girders -Sills -Anchor Bolts- Joistsd/ents-Crippies 15. Access & Ventilation RESIDENTIAL (Single & Duplex) 16. Insulation Date 13 7-1 1,51 Card B-1 Data Card B-1 DateIQ Card B-1 CS Date Card B-1 Date PLUMBING (Permit) OK except #'s r Hb:; VentAcoess-Combustion Air Baffle jyPf Vj(atEr Pipe; Test & Anchor -Nail Protection de' D.WM Test Fittinas & Anchor -Nail Protection I/ 74' $Q!Shower Pan; Test, First Floor -Tub Access 21. Tes b'8 Shower, Second Floor -Tub Access as Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date,ELECTRICAL (Permit) OK except #t's & Transformer Clearance -Ins. Protection . EI . Receptacles Spacing -lights & Switches at Doors Si o es & No. of Conductors Stapled &Ro I stalled Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GA 29. Subfeed Wire Sine / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or XI Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes 0 No ervice Riser Conductors & Ground -Main Disconect ip. Clearances Panels -Motors -Meth. Epuip. lothes Closet UghtShower Light -Spa Light Ael9moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date J&ECHANICAL (Permit) OK except it's C ucts Insulation & Support an, Exhaust above insulation Co sate Drain & Overflow, Size & Grade Xefu 'e -Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date , AMING (Plans) OK except *s Sits oyer Materials & Anchors 4f^a11s'9tuds-Nailing Spacing & Braces -Plates -Sound 9Z/Beadnn Walls over CiiWers & Floor Nailina r p in Walls (rat proof) Wire Stops, Furred Ceilings -Stairs -Chasers -Tubs 98 eaders & Beams -Size & Bearing (Continued) r,y Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Rtng. We'llir-9jace Ties or Type A Flue -Fireplace Throat clearance 5p -Access; Size & Romex Protection -Draft Stop -Ins. Baffles �.5p. Windows or Exiting Doors -Sill Hgt & Dimensions art -Gar -Fire Protection Framing roDerWLine Firewall & Openings P!ExtPeois-One 3 -Check Garage 3rd Story, 2 Exits lywood on Roof Overhang -Attic Vents Rafter Outriggers S' ' ilina Veneer Screed -Fd. Vents-Underflt: Access §'Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts A 60. BraceAntefior / Exleriall Panels %7Gjs Infiltration -Walls -Windows Date ' - '/ ' / Card B=1 / Date Card B-1 Date AL (Plans) OK except #'s Ext ps-Door & Sidelight Protection -landings elector umace; Vents -Clearance -Comb, Av-Conector- In Vie; Above Floor -Ducts -Meth. Protection yC - Bath Fixtures & Tub Access -Spa rim & Subpanel, Breaker Sizes & Labels &' S & Rails m-'F�irplat6ce or Stove, Clearance -Hearth . utlets at Wood Panel, Int. & Ext Ki t. & Appliance; Ground. -Air Gap -Cooking Clearance Oytlets & Recepticales at Kit. Counter 4. oe-Fire Door. Swino-Landino-Closure 76' Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. I arage; Above Floor -Meeh. Protection Plb. . & Mech. Equip. Listed for Location I ace tacles in Garage G.F.I. -Romex Protection n on -Foam -looked in Attic _ Gu rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor n Yes 82. Follgpattg?nstid./_Ddrvea-Ye-s o NoNValks6Yes o No/Planterg.Tfes o No 8A!A.C. nit Disconnect, Electrical -Plumbing ent;,Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings B !!!:Il e11. Disconnect, Electrical, Plumbing & . t 6pvElec. Trim, G.F.I. Receptacle -Underground en ' on Throught House 9Qr Ons from Previous Inspections Ga st-Meters Tagged, Gas -Electric 9L,,'W Sewer Connected -CAD to Grade -HD Approval Energy Compliance Certificate -Other Certificates Card B Date Card B-1 Date 7V Card -1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORAXDUM TO: BUILDING DIVISION, OROVILLE FROM: _15u,tt , ENVIR. HEALTH, CHICO DATE: % -30-199 r..k. RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#: 04 I - to & U - GU3 ADDRESS/LOCATION: Comments:_�G,�� GUmemos/releasehold 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PyRMT (Rev.12/96) APPLICATION AND PERMIT C7 ASSEsW OOMU-003 l UIS BUILDING PERMIT OWNER�J[}1 TELEPHONE 873-1858--TI-26 SOL FT. OCC. BUILDING VALUATION 2126 R 114,804.00 MAG DRESS .OWNERS IUNAD 770 U 13,860.00 CONTRACTOR'S NAME OWNER TELEPHONE 199 CONV 2,587.00 262 DPEN 1,834.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER ` UCENSENO. Filing Fee $ 20.00 Permit Fee $ 758.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 493.03 BUILDING ADDRESS 3445 SUNVIEW, PARADISE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,294.53 LAT NO. SUBDIVISIONS NAME ESTATE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 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 $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 "OOV OR LESS Main Service 00AOR LESS O 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 license4n full time e and effect. 6 (AZ License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason -..A Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACc. BLOB. )2 SO 89( 3.50FT: 101 .3 NEWCONST. MULTI.OUTLET NOµRESID, C @7.50 POSINGLE OUTLET CIR.WER APPARATUS d Ex. Occup. OUTLET OR FIXTURES 20 @ I'00 SAL @ .50 Ex. Occup. oirT>Frs .a.) Ea 5.00 Temporary Service 23.00 23.0 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 167 .3 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 ♦s performance of the work for which this permit is issued. I 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. L My workers' comp5asatiorl i sura a carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating & GAS STOVE 1 1 30.00 30.00 Cooling 1 25.00 25.00 Hood 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 95.00 Policy Number -'i , (rhe above sections need not be corlipleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth m I w' ose provisions. Date 3/2/99 Si nature -f Applicant - R Owner ❑ Contractor ❑ Agent n OSH ermit is required° fof excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN T T L FEE $ 1,737.89 HA2. D. FE IMP FLOOD T-� CD PARC PD HD U This permit is hereby issued under of the Butte County Code and/or indic bove fo which fees have ,, B .vim �, PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 2D e (Da te Receipt No. 2 S% 9 - S !a 3 %/ 77 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-)RETECTOR GOLD NROD.APPLICANT WA -„ � k\ � ` .^` 4 .� �.,........... �..;F—o,.�.:.,� + ,ria �[yum,7te� r". •'"�""�FS47a�C# ,�..s.sr,��blF,'h^x � 5�"!";,�"+'\'1fl' i'.+T';Tg1�,$"Yigtg!,%�_;r� `1 ,.^ �� 5, a;;N.v. yl (�.. S • �, ,� ' 'y t ' � � ,ti '�c � . ` L - � lvi r ' r ! � � n . ., � � � t,., — � � � s, — y. / J i, � 1 ; _, 1 , r s CDF_FIRE-SAFE REQUIREMENTTS� AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards L[] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.,rtemant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3--, AP # PERMIT #y NAME [� 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to'allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot -turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parvels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. �j 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:zal inspection of a building permit. Page 2 of 3 �/ L 6 - 03 AP # r r PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 110% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l Date Signature Page 3 of 3 f� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 9 T61lephone (530) 538-754ut,� D PER NO. (Rev. 12196) ,+ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r d ZONING 64 BUILDINGPERMIT OWNER 1 S r TELEPHONE 73 1$5 SO. FT. OCC. BUILDING VALUATION I X o owNEROWNER'Sems, wNo ADOREss 0 o Ch' 60 95 9 ;?--7 7o v � CONTRACTOR'S NAME - 6 0J TELEPHONE9 1 Q ev v /6eas 0-7 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ -15 ARCHITECT OR ENGINEER ' LICENSE NO. Filing Fee S 20.00 Permit FeeAS ARCHITECT OR ENGINEERS MAKING ADDRESS Plan CheckingFee $ p BUILDING ADDRESS • C J Energy Plan Checking Fee $ , b_c� a 5 PERMIT FEE S '14 LQ5 LOT NO. P71SUBDN 6NS NAME 14-yI D ":-3 4-a C PARCEL MAP v 5 PLUMBING PERMIT Filing Fee 20.00 Each Trap /01 7.00 Q, USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping Each as water heater or vent TYPEOFWORK New 0� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 6 a � � Gas 1 in stem 1 - 5 outlets Buildin sewer two. Mobile Home S G W PERMIT FEE = 15 0, 00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service a"ow oa LES: 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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.)❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" dee a d demolition or construction of structures over 3 stories in heig t. Main Service aooA TO tOooA 46.00 NEW CONST. ( Dwa LNG OCCUP 3.5QF°.. , . s. 14 7 N ONS MuLT'_O NoN RESID. @7.50 POWER APPARATUS a SwO.OUTLET CIR. _ Ex. Occup. OUnET OR FSLTURES RAL 20 @ 1.S0 Ex. Occup. oUnEOT5�6ID)FRA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEES MECHANICAL PERMIT Filing Fee 20.00 Heating -; �OLW_ Cooling Hood 6.50 Ventilatiori 3 '15 D 1 PERMIT FEL= S Mobile Home Installation Fee $ Energy Inspection Fee $M-9� (� TOTAL FEE $ o FEESIM FLoo �- coF PAR Po o Ho ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ro Receipt No. 7 —379797 -7755U, 63 WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK-INI/PfCTOR GOLDENROD -APPLICANT E.H. USE ONLY 1, s Plot Plan Attached Ycsi1 0,J Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _S'c remsirn L.a+ 7 _LdityaL&v 641- 66' 0 - CO3 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for 33 dwelling. Other Hold final for: Sets �'.•�.t.P . Final clearance O.K. for: NOTE: 99 Environmental Health Specialist Date 8/96 -'�j'...,"n'ry;(..r ;'+�n'i.--ya�`'^T. �hti'.^�`�'r."+r+1ti+:fr� f`b+:,ra 'l,�i- + `t`.tkv(�'�fYt 'e,:f'�" . "',�•tr��j��k�ti{'..x� 3�+--• �. r n TC _ •�. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: /4 ASSESSOR PARCEL NUMBER: 7 — a o 3 Proposed Building Use:4W&d :1_ Building Inspector: Date: .—c� q At time of permit application, I ' advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ------------------------------ j--------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. anufactured Home data and installation instructions including Tie Down Specifications.-------- — :------- W0 ees of $ ------------------------------------------------------------------------------------- b � pact fees as shown on the attached schedule. ---------------------------------------------G------------------- California Department of Forestry plan approval/fees.Cd',!-------- ❑, �1,,3�Flood elevation certificate .-------- �-I C � ----------------------------------------------------------------- 0W4'4_. Sanitation and plot plan approval &7� Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: Ell 8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Lega1 Parcel. 'I 1i '❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- F-123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 0124 tter of signature authorization. ------------------------------- �'u''l5. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 1129. 11433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: Z (Date) W..,,hhe/en you issue thelermit, rocess as follows ❑ Mail to owner, ❑Mail to contractor. VM`Telephone + `'1 �5 and hold for pickup at In i L 0 office. ❑ Deliver with inspector. Applicant: Date: / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ ollu o Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ �ther/: Date: By: 1. Index permit application for the above items numbered: JLJY 11 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: --� Plans reviewed by: Date: Plans approved by: o� `� Date: 3 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: fz Date: -3- ZS�'SS Volta.,, !''.,.... Tlo.....-«._.,...« ,.r il,._.,.�.._—__• o---=--- "--', , .. ♦� .•...q. -ti.. '...C:*i:...�,r..r^,-�r �+vt:*^-,,`..!".....^.:-.—..w..;-'.�.....r ti.+6-i!^'.v..^^,.-v+7-..<ri..,,.y,�,�;t-.r.-i..-n!'1=Y+�.Ki«'i.it� :of..w-sa�'rs."-r+��.rr.-:,�.,."' ... ,�,,�•�..,r .....� _- ....�,. , . � COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 l r SCHEDULE OF FEES DUE . OWNER // �� ..'�_� ��� / w�sCi�1 A. P. # PROPOSED BUILDING USE ���C� DATE 3-- z 251 REC # DATE REC BUILDING PERMIT FEES --'Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ l 2. SCHOOL DISTRICT FEES -7oz/(paid at District Office) ✓' S --ate 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 Sq.Ft. s.' 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 $425.00 (paid at Building Division) _jef�7.• SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) Pd Sly/9' 8. WATER TENDER FEES (Battalion # / ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER s 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 Original -Owner Copy -Building Div. DATE �3 (Rev. 12/96) �x.�r V.,(��rr'rtn,t.•�1 ""'-"/� . ....r.r.tia•'... �.•rrr,..r`+"'d�•4 r•,.r.`+t�-"'��+••>,1+`;4r'..r:��Y.x-yr.-Kt°ii'f>^;}._,r;..„a�.,.,f1`ti..ni.y:l•'ti.7cx.,�"�r.. ..-..�r...i°• ...,x.."t.•� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �MLQ < 5 Building Department No. A.P. Number 2C(r Jurisdiction: City County Property Owner Property Location/Address �(� (,� d GK—t/! eFz"J Subdivision Lot No. Residential Development L!� Sq. Footage Q No of Living Mobile Home Addition/ *Supplemental to (Group R) ` Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/Industrial 0 '+, New Addition Sq. Footage • ' (Including Exterior Roofed Areas) Date. �• �` A ir-wor mans reviewea'oy acnooi uisinci r'ersonneii District Identicabon No. 990095 Dron I ( e, School District certifies that ZQ c (Applicant) s (Street Address) (Phone Number) r .t?Ll ,c e-¢..► • ('SIA 9S90- Icity► has complied with the requirements of Resolution No. repress ting o+'square feet School District Representative by Check # �Vf Remarks: (State) (Zip Code) by payment of . $ AB 292fi FOUL MITIGATION S Date Notice: You may protest the imposition of the fees identified above by submitting a writtenprotest to the District, In compliance with Government Code Section 660201al, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in, any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS �O CA 95691 LIC. #202026 ��� .}-- LOT •ES i ❑ 1309 MELODY ROAD, MARYSVILLE, CA 9 202026 �\> �; '.; ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 #20 . 6 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #106 n Pa,,, .�.� ) ❑ 3326 A PONDEROSA WAY, LAS VEGAS, N LIC. #10675 DATE INSULATION COMPLETED •• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF 14ULATION MATERIAL MATERIAL a 7-- . ._ MATERIAL FIBERGLASS FIBERGLASS _= ; : :F18 RG..JSS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MAN UFACTURER'S.PRODUCT I.O. MANUFACTURER MANUFACTURER . MANUFACTURER t OCF OCF OCF }� BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS 1 � (2- I5/ KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER (- 0 Pry + W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION CONTRACTOR TITLE ` DATE p MANAGER S '�� -q SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY ♦l �. �1 � ; �`�' J� r COUNTY:OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. 5 A routine inspection indicates that the following violations of butte county Ordinances exist at the above address d'should be corrected. Please notice this office when correction of work is } completed. 140 ou have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. �— Date Inspector REV 10/92 r .' y T Visual classification of the soil stratum encountered was made ! in the field by a geotechnical engineer at the time the test pits were excavated. A description of the soil profiles encountered is presented in Table Number 1, Log of Test Pits. The soil encountered in the test pits was ver soil overlying the basalt was a brown fine s y uniform. The andy.silt. The soil encountered was in a fairly loose condition. The surface of basalt is fractured in 1 the places and broken into rocks. The basalt becomes more competent with a minor increase in depth. jj The test pit logs show subsurface location indicated and conditions at the date and it is not warranted that they are representative of subsurface conditions at other locations and times. No ground water was encountered in the test pits at the time they were excavated. II DESIGN STUDIES AND RECOMMENDATIONS It is proposed to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist of 54 lots. Proposed construction will be one and two storywood rade or supported frame with either concrete slab on g wood floors. Foundation loads will be light. The surface soils overlaying the basalt are in condition and are not considered adequate to supporta fairly loose foundations and slab on -grade. The the proposed depth of the soil cover over the'basalt'varies throughout the site. At the test pit locations depth varied between 6 to 18 inches. The depth of the soil can and will vary between test .holes. In order to provide adequate and uniform support for the structures at this site, it will be necessary to carry the foundations through any soil so that they bear on the underlying basalt. The surface of the basalt should be washed or swept clean of any loose soil or rocks. Footings should be a minimum of 8 inches deep for one story and 12 inches deep for two story. If the minimum depths are not possible due to encountering the basalt, then it will be necessary to provide lateral support for the foundations by drilling and setting in rebar with epoxy into the basalt. Number 4 rebar should be embedded a minimum of 6 inches into the basalt and 12 inches into the footing at 4 foot centers. MInimum width of footings should be established as 8 inches. Foundations can consist of either spread footings with slab on grade or stemwalls and piers with supported floors. Footings constructed in the above manner can be loaded to bearing capacities of 4000 pounds per square foot total load.. If slab on grade construction is used, the building pads should be stripped of all organic matter, brush, tree stumps, etc. After the area is stripped of all organic matter and'all required cuts are made, the subgrade. thus exposed should be scarified for a depth of 8 inches.or the depth of the loose soils, whichever is greater, and recompacted as specified in Appendix A. All fill_ should be placed as engineered fill as specified in Appendix A. The fill should extend a minimum of 2 feet beyond the building pad.. Y On site soils are acceptable for engineered fill. —A minimum of 4 inches of clean gravel should' -be placed beneath the slab on grade. This gravel should be well graded between a maximum size of 1 inch and a minimum size of 1/4 inch with zero 4 percent passing the No. 4 sieve. Where passage of moisture through the slab would be detrimental, an impervious vapor barrier should be provided. PART II r j SEWAGE POND RETENTION DAM 1 i - I FIELD AND LABORATORY INVESTIGATION - The retention dam will be located in an area south and below the bluff of which the subdivision is located. The. general geology of this area indicates that' the soils are residual. The general topography of the area is low hills and rolling terrain. The field investigation for the retention pond and dam consisted of excavating 11 test pits with a backhoe ranging in depth from 2.5 to 9 feet. The approximate location of the test pits is shown on the location map, Plate Number 2. The location of the test pits was determined by positioning off of topographical features. Hence, accuracy can be implied only to the degree that this method warrants. Visual classification of the soil encountered was made in the field by a geotechnical engineer at the time the test pits were excavated. A description of the soil profiles encountered is presented in Table Number 1, Log of Test Pits. The soils encountered in the test pits were reasonably uniform. The surface soil consisted predominantly of a brown fine sandy silt. The -surface soils were underlaid in places -by various strata of tan silty clay and brown rocky clayey silt. All soils Were underlaid by fractured shale that was in various stages of 5 sL ' � �' �,• '� •Er d to Or NMI 1 a- a �'4� r • ti Y �� ` . . � WAX X ' ;- ' :' � 2 .. � �:,µ.�1• W�`+.e Fair... ray` 3 � - .yy���.•y� r t�� .3"'.., iA' �.1- `;y ��M - _,. I_ ' - lY ,sfi .. .. ^• ..r . .SR Y �lrb ,'L-.. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: 7 - 30 - RELEASE ENV. HEALTH HOLD ON BUILDING FINAL - FOR: OWNER NAME: SEPTIC: WELL: AP#: 041 - 6 6 0 - 00 ADDRESS/LOCATION: Comments:A.'YiMY,1417; , A__VLO-�e GUmemos/releasehold GABLE E1'1D DETAIL . SIRONGBACK 4• ( NAIL 10 LEOGEI (BRACED AT 55' LEDGER (NAIL 10 VERTICAL W/2 -10d NAILS) (K) SPACING FOI REFER TO SI PRODUCT All A35 IN FI ( THIS DNF, PREPARED FROM COMPNTFR INPNT fl(TADS A DINFNCInwn cunNlllFn RV TDNcc NFD 0. (SI) (n) 2x4 F.L. DR H.F. 12 OR/ BIP. STP.ONGBACK BRACE DGER IPI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI ) IEEL PLATE 10 MATCH CDM117N TRUSSES. (0) OPTION 10 WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILEO THRU CHORD INTO WEB L IHRU WEB INTO CHORD ON ONE FACE FDR A TOTAL DF 6 STAPLES. (PI), ( S I) 6 (III ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75HPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGil. \STRUNGBACK BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGOACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT Cr_ EACH GRACE 7/2-8d CC0fIHON NAILS. 24- MAX �,� / GABLE ENO 11MIE NOTE: CHORDS TO BE 2x4 FIR -LARCH 92 MIN. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH 1x3• 2-8-0 2X4• D-1-0 3X4• 13-6-0 OUTLOOKER PLT TYP. Wave TPI -95\R Desicln Criteria: TPI-95(STD OUTLOOKER L-R[TERIA 3.5' MAX. TYP. IIOTCH IT 24' O.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHCAIT BRACING (N) MAX. LENGTH Y/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 30.0 15.0 0.0 50.0 P S F P S F P S F P S F P S F R E F R 9 9 2 DATE 03/19/98 DRW CDT 12 91 7-9-0 15-6-0 01 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 O O OZ%11 ^ t_1 Q ` T T T " 1 1\1 lig 1 `/ L SS 1--1 Q O O O LJ ••YARNING"" 10. USSIS R[OU1Rf E1IRIME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND INSTIIUI[.RSB1N0!OMOF IOPOR. (NS UIIE NF OOMSMADISON, ASO YI BRAS7IIR). PUBLISHED SAFF TTYPRACIIC[S(TRUSS PR l00.PLATE 10 P[RFORMIMG THESE FUNCTIONS. UNIISi OINERYISE INDICATED. TOP CHORD SHAH NAYS PROPIRIT ATIACHID��� STRUCTURAL PANELS, BOIIOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CLUING. .!IMPORTANT-- FUR ISM A COPT OF THIS DESIGN 10 INE IXSIALLAIION CONIRACIOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOI B[ AISPONS1Bl[ FOR ANT O[YIAIION FROH INIS DESIGN; AMY FAILURE 10 BUIIO INE IR :US SES IN CONFORMANCE YIIN iP l: OR FABR ICAIINO, HANDLING, SNIPPING, IM SIAIIAIIOM OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL BESIGN SIICIFICA1101 PUBLISHED BT IN[ AMERICAN FORESI AND PAPER ASSOCIATION) AND IPI. ALPINE CONNICIORf ANf MAO( OF [OGA ASTM ASS, GN77 GALT. SI[IL. EEC[/11. Af NOTED. APPLY CONN[CIORS 10 DI AY I XGSEIJO, II SO SAND NI60 �A`FS OAN[[NC INEIR CSIS[AINONNIMI SIDRAY1M00AP'TOCONN( YC10[OAS 1 NEPig R USS 110..,110 11,1DD[SIGN OF IN[ TAUX[R[ AND SIIAII X01 B[ R(ll[0 UPON 11 ANY 0111[R WAY.I �oQ�OfESS/pN� 5 Au Z t.s C r * '✓4' sr CIY11- 'tF pf C A114 o���P T C L L T C DL BC DL D C L L T 0 T. L 0. 30.0 15.0 0.0 50.0 P S F P S F P S F P S F P S F R E F R 9 9 2 DATE 03/19/98 DRW CDT 12 4 S E QN - 25458 D U R . FAC . 1 . 1 5 FROM PDC S PAC I NG Job: DETAIL -92 AL BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER. -PLATES. AND OTHER DATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND .BRACING. REFER TO TPI NIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. (UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. LD z a�HWi1 L H LD W H m In CS) OT 'PLT. TYP.- CD103 I BEXEGUALLYMSPACEO. R OR BATTACHCONTINUOUS WITH2) 8dLATERAL NAILS.BRBRANG O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED ING TYPES MAY BE SUBSTITUTED* 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L" BRACE. SAME.GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. - 2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 0 0 o Q v o Q Q O Q O c) C= Q 1=1 O G Q c� c= C= C=o C= G o TRUSS o c=T =A o cs o 0 SEE ORIGINAL DESIGN FOR PROPER OENENSIONS KItIMPORTAN7W SIIVAILL 401 e` �SP016 81I FOR u6' DIVIS1101 FROM IMS OESIGII of% THESE Sgmw1CATIUD. W AIL FARL-4 TO WILD TIL TPGSS 111 OOIr0 MISM MINI 0910: VI TPI. NtP914 C1•sECTOP9 IPE MADE Of 7464 GIV. STEEL AMTItO ASSN A449 a1 E E1CfPl As NOTED. if" I Ca/FLTCPS 14 FACE FACE Cr f11m am IIAE/L OTIEMISE LOCATED al Slits DEslfAl millal OOIa,EOl0s3 PEIt L:IAMDAS M 160 C (ERI -F. VISM ITAIDAPOi CO17CM 111AI'MICAMI FMVIS10IIS Of 109 E TPI. All EOif1ECp'S SEAL al T"IS DOW'* VFL IL! TO IME CO OVIT DEPICTED (RPE IN dCf. 410 SMALL HOT BE PELTED OPaI 111 lilt OTHEN EAI. WARN ING,d Huai a. EES y oma sPAOPq. SEL MO -91 of SP1. EEE TNI! DES16D 101 A939fICN4L SPECM PEAl1A111111 EPACIVG PE HuM IENTS. DILESS OTIEIWltt II1010AIED. IOP D10F0 twit BE LATEPALIY 50ACED MIfN PPOKO LY 4/140ED PLYMOCD 1111E31NIA6. ODITON CHORS MITtl PICKSLl AIT&C ED PI610 WILDS) -- BEE ALPINE FEopTG0. LITIATE 011/1111 TOP ROPER 0 1 111ALE APPLIC411a1, MUSS. A CDPY OF THIS .$t91 f0 THE [RQU 9ACrya7 CaRfNCTOi. _1 4J6r AIL, �y TC LL 30.0 PSF TC DL 15.0 PSF s. F y PC OL 5.0 PSF N°''1�0479/5 [f� &W IT BC LL 0.0 PSF TOT.LD. 50.0 PSF 'pl coC��O��\� OUR. FAC. 1.15 cDAP_Twn 24.0" A1: TRUSS BRACING/BLOCKING DETAIL THIC nun ooroAorn rnnu TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS,. _ (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENCS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. r (N) HEIGHT OF TRUSS AT SUPPORT. 1. FA -01110 LING r— VERTICAL WEB I_ SECTION S -S - TRUSS (D) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY 1N PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE NAY BE LOCATED ON EITHER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS,AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS IU.O" OR LESS, DIAGONALS NOT REQUIRED. B - APPROX. 45' (BB) BLOCKING TO BOTTOM CIrr* OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE ' OF BOTTOM CHORD, PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.2C3 CA - 1 I. - R - O Q Q Q••YARNING•• 11RSS(S I(00NRI ISIREM[ CAN( It FABRICATION, HANDLING. SNIPPING, INSTALLING AND 0 �< IBSIIIVI(.RM D'ONOF10 OR.. SUITER100. MADISON. AWE ' 61)IB).10 PFORISAFETYSHED YPRACIICISTPI VPRIORSS A10 TE 'IAFONMIIG INES( FUNCTIONS. Q�0`ESSIO` fy TC LL R E F R 4 2 7 O O UNLESS OIN(IM1SI INDICATED. 10► CHORD SNAIL HAVE PROPERLY ATTACHED f1AUCIURAI PAIELS. BOTTOM CHOAC SHAH HAVE A PROPERLY ATTACHED RIGID CIELINO. CyQ c A� TC OL DATE 1/12/94 O '•IMPORTANTOi•• FVRRISM A CO►Y THIS DESIGN 10 THE INSTALLATION CONTRACIOR. AIPINI EIGI1(EAfD PRODUCTS, INC. SNAIL 101 B( RESPONSIBLE FDA ANY DEVIATION FAIN TNIS OISICN: ANY FAILURE 10BVIIS y BC 6L C L ) �TLRI� IN[IRVfSIf11 CONFORMANCI M1(M I►1: 01 FABRICATING, MANGLING. SNIPPING. INSTALLATION ON 1R0SSIf. TNIS OISI6N CONFORMS NTIN APPLICABLE PROVISIONS OF NDS (RATIONAL OfSIOR�I LBAACIIGOF f►ECIFICA110N PUILISH[0 IV TNI AMERICAN FOREST AND ►APER ASSOCIATION) AND IPI. ALPINE1 CALI. ISCIPI AS 1010. APPLY IPTA CTOR$ID IACNCON EPACE SOF RIN VfSt AND VN l[ Sf ( of IOGA T01 NEAMIS[SLOCATED * C(V`\' T0T.LD. DRW 3,048,634 D 0 0 OR(TNT$ DISICN. POSITION CONNICIORSIL. OMIT Io INE o[s101 �, 0��\� %jf OF ��`�E UR . FAC . CA -ENG / CWC OiA1M(GIAUSS DIPICI[O N(ATAAND SNALL-101 A(LIIO VPOAHI6 ANYIGIN(& VAY(f SPACING S E E ABOVE Job: ` TRUSS PROFILE (D) TYP. SETBACKi - TFIIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 0 W/ 24" O.C. FURRING # TRUSS PROFILE WITH 40" O.C. FURRING o BUILT-IN CRIPPLES �- (REMAINS IN PLANE WITH TRUSS) �2 �#6 HIP WITH FUR 1 -PLY 115 HIP WITH FUR. I -PLY /q4 HIP WITH FUR. I -PLY p3 HIP WITH FUR I -PLY � /112 HIP WITH FUR I -PLY SETBACY. r HIP GIRDER MAY , B BE MALT I PLEMFMBER (B) PURLINS SPACED IA 24'O.C. TYP. PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 24' D.C. TYP. CFIIP.D BY ERECTION CONTRACTOR (D) FURRING & FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN NOTE: SEE ORIGINAL OESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE JACK RAFTER RIGID #I HIP I MAY BE I BUILT-IN CRIPPLES " ( REMAINS IN PLANE --{ coo WITH TRUSS) I �q6 HIP CHORD EXTENSION PLY D) (TYP. � YS HIP WITH FOP, 1 -PLY /jam �q4 ]IIP CHOW EXTENSION PLY q3 HIP WITH FUR I -P -PLY /#2 HIP CIIUPI3 EXTENSION I -PLY (B)� ql HIP GIRDER MAY DE MULTIPLEHEMBER (B) PURLINS SPACED a 24'O.C. TYP. \\ PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) v APPLIED 10 TOPSIDE OF FLAT TOP (I1) CRIPPLES SPACED 40' O.C. TYP. CHORD BY ERECTION CONTRACTOR (U) FURRING Q FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. s NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. CONNECTION DETAIL PERMANENT BRACING START OF TOP CHORD FLAT TOP CHORD EXTENSION (TYPICAL) r� ( SLOPING 10 FLAT) SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. o O o 0 0 0 o O O O 0 0 0 0 o O O C= o �ALPINE� o o O TRUSS o O L7 O c__3 O 1--3 JACK RAFTER. q1 HIP, REFER TI ORIGINAL DRAWIN FOR MURE INFORM + SE DETAIL - SECTION A -A PURLINS START OF THE TOP CHORD (CONTINUOUS) EXTENSION / (SLOPING TO FLAT) POUF SHEATHING JACK RAFTER, � L PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPPUXIMATELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)t NOTE: PERMANENT DIAGONAL BRACING NAILED •TD UNDERSIDE OF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT OF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO`JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL) 10 11 HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT YI HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS STILL REWIRED.) * *IMPORTANT * ►ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR MESE SPECIFICATIONS. OR ANY FAILURE TO BUILD INE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. ALPINE CONNECTORS ARE MADE Of 20GA GALV. STEEL MEETING ASTM A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. 100 C IBOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO INE COMPONENT DEPICTED HERE IN ONLY, AND SHALL NOT BE fEL'EO UPUN IN ANY OVER WAY. __IPI - 114ISS PI ATE IISTITUIE, UOS - 1991 HAJIG14AL OE! WA ffN T AIGIRISSES REQUIRE EXTREME CARE /1fl I N IN HANDLING. ERECTION AND BRACING. SEE NIB -BI BY TF1. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING RE y OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP W CHORD SHALL BE LATERALLY BRACED WITH PROPER OX LY ATTACHED PLYWOOD SIEAINING. BOTTUM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER DRYWALL APPLICATION. FURNISH A COPY OF 11115 DESIGN 10 TIE TRUSS ERECTION CON1RACIDR. 11 SPEDIFIGATIOII FOR Wn(In CONSIDUT'.I ION w• C �O '- 00 hlfL� TC LL * PSF TC OL « PSF BC OL +► PSF BC LL * PSF TOT.LD. * PSF REF R427 - DATE 04 DRW COIIOB CA -ENG PB OUR.FAC. I cn A I- T►Nf] I Tc FPGf .P- =11= NIP' Mbx�>:;z --- can,tMcN I _�--- --- Lo►Yoi r• - / N F LUN N/ . 2,,44 2.4co. e HIp —� uIP M�srlc� \ TIP � / "\- 39�w V/ SPLIc>:P "A-, j>rR > / - \� 6? -ca. . ���� HIP TO RIDGE _ HIP TO HIP MASTER �.�i+l ►�1d all: vl� . STANDARD' HIP DETAIL LONGFEL,LOW LUMBER CO. CN1CO, C'A. (916) 893-0112 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUONITTEO BY TRUSS MFR. STANDAnD JACK DETAIL SPACING 24' O.C. DEFLECTION CnITEnIA: 1.5X3 (LIVE LOW HAFTEn SLOPES < 4:12 o L/240 nAFTEn SLOPES > 4:12 < 12: 12 - L/ 1110 CEILING JOIST a L/240 IT IS WE FIESPOTY O'AN RAFTER I TRUSS FADRICAT011SLITOIS� REVIEFMIS 011AVIINGTHEGPRIOnGTOnC UTTING LUNDEn TO VERIFY i11A7 ALL (IATA, INCLUDING DIMENSIONS ANO LOADS, CONFORM TO WE AnC11ITECTUHAL SPECIFICATIONS ANO FAMICATOR'S TRUSS LAYOUT. 2X4 -_ 1.5X3 I HAXIMUI.1 CLEAR SPAN ---_ 2X4 HEH--FIn STANOAnU -nEOUInED IF RAFTER NOT CEILING.JOIST SUPPORTED AT ENO )RAFTER SLOPE 4: 12 nAF•TEA SLOPE _> 4:12 BUT 12:12 CEILING JOIST LIVE LOAD(PSF) 16 16 30 30 16 1G 30 30 DEAD LOAD (PSF) 7 15 10 15 10 15 fU a5 5 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15X 15%. 1.00 SIZE GRADE --MAX IMIJA CLEM SPAN- PLATE -WAVE TPI95 DESIGN CRIT=UBC OTY - 1 TOTAL - 1 C=3 p O p p p p p p O p p p p ■NWARNINGAN TRUSSES REQUIRE EXTREME CARIE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI'1 (TRUSS PLATE INSTITUTE 523 O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORIIINC THESE FUNCTIONS. UNLESS OIIIERWISE INDICATED, TOP CIIORO SHALL HAVE ROPERLY ATTACHEO STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAVE A PROPEIILY ATTACHED RIG QQ,O< It` yt�` REF W - DATE U1/15/9B ORWG colon C= o p oT p p p C=3 ALPINE RUSS p p p p p O p p p CEILING. :;IRPQRTANTUN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. ANOLIkG, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. ST HIDESIGN,, NOTED. APPLY TPNOOLITOSIEACH TZUSS NUNLESS ILOCATED THE StAL OTHISDRAWINGNCAETE C0 SAPOETENGINEERING RESPONSIBILITYSOLELY DESIGN SHOWN. TESUIABILITYAND USE OFTIISCOMPONENTFOR ANY PARTICULAR 1S THE RESPONSjDILITY OF )IIF BUlLO 9n ti Z v * ppl CIV OF 1 1 L-. 1 �*��'���� ii i T ( T �NLVA� : ( ( ��NLVA ......��..,..........�..�.AN.0 PLATE -WAVE TPI95 DESIGN CRIT=UBC OTY - 1 TOTAL - 1 C=3 p O p p p p p p O p p p p ■NWARNINGAN TRUSSES REQUIRE EXTREME CARIE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI'1 (TRUSS PLATE INSTITUTE 523 O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORIIINC THESE FUNCTIONS. UNLESS OIIIERWISE INDICATED, TOP CIIORO SHALL HAVE ROPERLY ATTACHEO STRUCTURAL PANELS AND BOTTOM CHORO SHALL HAVE A PROPEIILY ATTACHED RIG QQ,O< It` yt�` REF W - DATE U1/15/9B ORWG colon C= o p oT p p p C=3 ALPINE RUSS p p p p p O p p p CEILING. :;IRPQRTANTUN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. ANOLIkG, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. ST HIDESIGN,, NOTED. APPLY TPNOOLITOSIEACH TZUSS NUNLESS ILOCATED THE StAL OTHISDRAWINGNCAETE C0 SAPOETENGINEERING RESPONSIBILITYSOLELY DESIGN SHOWN. TESUIABILITYAND USE OFTIISCOMPONENTFOR ANY PARTICULAR 1S THE RESPONSjDILITY OF )IIF BUlLO 9n ti Z v * ppl CIV OF CA -ENG JS PIGGY BACK CAP CONNECTION DETAIL (1) + CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITHER 3X8 TRIILOX NAIL PLATES OR 4"x8I 1/2"CDX PLYWOOD GUSSETS ON BOTH FACES OF 'TRUSS. LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUMBER SIZES, GRADES 8 REQUIRED JOINT PLATING. * 2X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS). ATTACH USING 2-16D NAILS. BRACING MATERIAL TO BE SUPPLIED 8 ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (1) REV - 4/22/93 - PLYWOOD CALLOUT (A) CAP TRUSS 2x4 PURLINS TYP. (A) P.Asr TRUSS P r� O PLATE TYPE A TRUSS CU102 t1 NUMBER OF NAILS REQUIRED TRULOX 4-61) REQUIRED ON EACH FACE 1/2" CDX 4-61) REQUIRED ON EACH FACE O 24" OC MAX ERED . (A) FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR m R N I MPOR T AN T M *"PINE ENGINEERED PRODUCTS. INC. WARN I NGTRDB9E8 NEOUIRE EXTREME CARE DESIGI SHALL NOT BE RESPONSIBLE FOR ANY tN HANDLING. ERECTION A DEVIAIION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE BRACING. SEE HIO -91 BY TPI. SEE THIS BE OtESS1O F TC LL: TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BAAC IBC ALPINE CONNECTORS AM HAVE OF 206A QALY. STEEL MEETING ASIN 'AINB OUIRENENTS. UNLESS OTHERWISE 1NGICAT � TC DL: GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS CHORD SHALL BE LATERALLY BRACED WITH DL: OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. COTT �1,. ll��"�5 CONNECTOR! PR ER OTAWJNGS 130. ISO W $GOA -F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING ,~6•�'j('�,11 * TOT. L ND C0IFOIW W/APICABLE PROVISIONS OF S C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/011 FOR E1O� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY 0 TIk ! OUR. F IN ONLY. AND SHALL NOT BE IIELIEO UPON IN ANY OTHER WAY. DESIGN TO TIE TRUSS ERECTION COITRACTO CIV' Q� ALTERNATE SHOULDER DETAIL 12064 50 PSF I DATE: 1/28/1 15 PSF _DWa:' CD102 10 PSF ENG`_ FH .--IPI - I USS PLATE INSTITUTE. IDS - 1991 NA•IONAL DE91GN SPECIFICATION FOR WOOD CGTSNIUCTIOHN`A� SPACING 2-00 OC . ..-_.-ra ..�•r. ••.... .�-.a�-r.cwc+m-_m .max.. m•.:a�.ra•e•a r.n.:-r...-4.zc...•�......... .•�-.•c-.-yv'... .!F (16r �F, .-....,.. .. PITCIN VARIES TYPE: DETAIL 1RWEN-WENDAL SORENSON - T1 22'3-1/2 HIP 6' SB c6TOP CHORD 2x4 DF -L *1 ,,30T CHORD 2x4 DF -L #1 22 WEBS 2x4 DF -L Standard I. (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. m EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. ` .SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 0 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HID -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3X6 W3XB ia H 10r La I w4M W04W4X4 is w W4X12(83) a W1.5X4 Y C=3 z c5 z w w w 0. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 - W3X6 44 1' -2 -0 -Oa) 6-0-7 I 10-5-3 1 5-9-14 -J —V \ +8-0-0 d I_ —22-3-8 Over 2 Supports c �f�A01" 1 AA,,`� _ R-1774 W-3.5` 13UTTE C R-1774 N-3.5" Wave TPI -95\R ALPINE Alptne Soa CA 9 L n STD -wWARNIMC• TRUSSES REQUIRE EITREIIE CARE IN FAUNILA-IUA, aw. ""' BRACING. REFER TO HIO.91 (MANDtIRG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, SBS O'ONOFRIO ON.. SUITE BOD, MAOISON, MI $3719). FOR SAFETY PRACTICES PRIOR TO PERFOAM]IR THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO SHALL NATE PROPERLY ATTACHED SIRU"OUL PANELS, BUTTON CHORD SMALL HAVE A FROPERLI ATTACHED HE SID CE II UC. '.IMPORTANT— P O. Y A COPT OF T115 DESIGN 70 TN[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC, SHAH NOT BE IESIONS10L[ FOR ART DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD 71E TRUSSES IR CONFORMANCE NITS TPI: OR FABRICATIPS. HANDLING. SHIPPING. INSTALLING AND ' a,""" OF TRUSSES. THIS DISI6A CONFDRNS KITH APPLICABLE PROVISIONS Of ADS (NATIONAL DESIGN SPECIFICATION ►UBLISHEO BT TBE AMERICAN FOREST AND PAPEA ASSOCIATION) AND TPI. ALPINE C0NNEC7OIS ARE MADE OF FOGA ASTM A5S3 GH40 GALV. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO EAU FAC( OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS17101 CORRECTORS PEO DAAWINSS 150 A-?. TWE SUL ON THIS DRAWING INDICATES ACCEPTANCE Of P40FESSIORAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TNI SUITABILITY AND USE Of THIS CORPORENTFOR ANY PARTICULAR BUILDING IS TME IESPONSIBIL171 OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION [. TOLL 'I 20 WIPS(4 �� TC DL 10.0 PSF Feb 25 '9 BC OL 7.0 PSF 6 006 BC LL 0.0 PSF * TOT .LD. 37.0 PSF CML ,�1f OUR. FAC. 1.15 F4F�u1W`" SPACING 24.0' S a e 5' Ft. REV R97 --$a939 DATE 02/25/99 DR W CAUSR427 99056041 CA -ENG AEB/GWH SEON - 11495 FROM MD SDRWEN-WENDAL SORENSON - T2 2213-1/2 CONN CAL—OP CHORD 2x4 DF -L #1 "-IOT CHORD 2x4 OF L $1 CT WEBS 20 DF -L Standard f1.PLATE$ DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1— co CIO Ca 0 W4X4 - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 48.00. OC. DEFLECTION MEETS L/240.OD LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. O. W 9=4 W WI z z w ¢ 11-1-12 11-1-12 c" la +8-0-0 �Scaie—.25'/Ft. Ib, R427--92940 D`A 02/25/99 AW CAYS8427 99056042 CA -E 'G AEB/GWH SEQN - 11501 FROM MO 0 -1 22-3-8 Over 2 Supports R-945 N-3.5' - R-945 M-3.5'- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD NIPPIBB, INSTALLING AND ••1IARNIMG•• TRUSSES REONIRE fITREME CAPE I0. IAORICAT IDB.' HANDLING. SHIPPING' REFER TO RIB- 91 (HANDLIIW IRSTALLING ABO BRACING), PUBLISHED BY TPI (TRUSS PLATE LL - " �20'.gf I BRACING. FOR SAFETY PRACTICES PRIOR TO INITINTE, f07 D'OY"BIG DR.. SUITE t00. NAOISON. NI 53119), IERFORNlYB TN[fE f01CT10NS. URLISS OTtlt1NISE INDICTED. TO? CHORD SHALL SAYE PROPERLY ATTACHED �� C D 60C C� ' 0 S STNUCTURAL PANELS. BOTTOM CHORD SBALL NATE A P0.0PEIlV ATTACKED RIGID CEILINTRAC70O. INSTALLATION CORTRACTOI. ALPINE ENGINEERED feb 25• 9 B C D L . 0 P F ••IMPORTANT•' fOBtllStl A COPY Of TRIS DESIGN TO THE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEt1AT]OR /EOM THIS OCSIW: 1JY FAILURE TO 68005 0.0 PSF BUILD TN[ riOSSES IB CONFORMANCE Bill TPI; OR FABRICATI R6, MARDltN6, SNIPPUf. IISTALLINB AID THIS DESIGN CORFDRMS WITH APPLICAOIE PROVISIONS of IDS (NATIONAL DESIGN BC LL 04 A L P I N E B0.ACIRf OF HISSES. SPECIFICA7103 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE STEEL. RICE PT AS NOTED. APfIT COYtlECTo0.3 T ♦ * TOT . L D . 37.0 PSF • CONNECTORS ARE RADE OF EOBA ASTM A657 LR40 SALV. EAC FACE Of TRUSS, AND UNLESS OTBIIIISE LOCATED ON THIS DESIGN. POSITION CDIRECTORS PEE DUR 1.15 DRAB INGS 160 A -I. TRE SEAL 08 TRIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ERGItl1ER 110 RIIPOISIBIIITT SOLELY 101 THE TRUSS COHME. DESIGN SHOWN. THE SU ITAB II PTY AND USE OF TRIS DESIGNER. PER .FAC . Lf�• CMI:. SPACING 24.00 �� p1D .�, BUIl011B 1S THE R[NPOBSIBILITY OF THE BBIIDIRO Alp,. � � I SIa CA 9i82B AW /TI1T1f1DDSeSiC11D�U=lAE �Scaie—.25'/Ft. Ib, R427--92940 D`A 02/25/99 AW CAYS8427 99056042 CA -E 'G AEB/GWH SEQN - 11501 FROM MO 0 WFNnAL SORENSON - T3 22'3-1/2 GIRD 'SOP CHORD 2x4 DF -L 41 `I "JOT CHORD 2x8 DF -L SS o WEBS 2x4 DF -L Standard :W4 2x4 DF -L #1: N :Lt Wedge 2x8 DF -L #1::Rt Wedge 2x8 DF -L #1: (PLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. 1 m (A)-_CONTINUOUS.LATERAL BRACING EQUALLY SPACED ON MEMBER. CD - — `f=� GIRDER SUPPORTS: 22- 0- 0 SPAN TO BC ONE FACE o AND 2- 0- 0 SPAN TO TC/8C SPLIT OPPOSITE FACE. W7X6 (R) N W8X8 0 W4 10r W1.5X4 � U (A)` //(A) ra 0 r� WBX8(C9) Ea ca w w w z w W3X8(C9) e9 W12 (R) M W8X8(R) m . z c�.. W6X6 s W8X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.131x2.5—g_nalls BRG X -LOC #BLOCKS LENGTH/BLK $NAILS/BLK 0 0.000' 1 22" 36 1 22.000' 1 22• 36 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE b GRADE AS CHORD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 SC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 22-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24' O.C.: 'SIMPSON:HUS26..'SEE SIMPSON CATALOG C-98. ,10 W1.5X4 0 W8X8(C9) e 8-0-0 W4X12(R) n W3X8(C•9) - d 11-1-12 I 11-1-12 _1 a 22=3-8Over 2 Supports'( R-4889 W-3.5' - - R-4889 W-3.5" 4 3 • `fit @�� �.,� R4� ._.���,�' �I' vrl�1 PLT TYP. Wave TPI -95 R Desi n CrMerla: TPI STD CA - 1 - - - F Scale .25' Ft. -WARNING** TRUSSES REQUIRE [)THEME CARf IN FABRICATIOR. HANDLING. SYI►P.95. STALLING AND T C LL 20.0 PSF REF R427--92941 BAACII6. "F[R TD X10.91 (HANDLING INSTALLING AND BRACING), ►UOLISNED BY TPI (TINSS PLATE IRSTITOTE. SB3 D'ONOFRIO OR.. SUITE 200. NA 1501. YI 63119). F00. SAFETY PRACTICES 11110¢ TO �� w PERFORMING THESE FUNCTIONS. UNLESS OTR..'. INDICATED. TOP CHORD SMALL NATE PROPERtV ATTACHED TC DL 10.0 PSF DATE 02/25/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 81610 CEILING. GGGTTT Feb 25 '9 IMPORTANT— FNIRISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE[RED BC DL 7.0 PSF DRW CAUSR427 99056043 PRODUCTS, 3SC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (�, D06 BUILD THE TRUSSES 11 CONFORMANCE WITH TPI-. 01 PABRICAT116. HANDLING, SNIPPING, INSTALLING IJO BC LL 0.0 PSF CA -ENG AE B / GWH ALPINE PRACISPECtY6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS CHATIO"AL DESIG Z CONVECTORSIOAREPMADE OF IOU ASTM A663UBLISHED BY THE GRAD6ALV.S EEL. EXCEPTFAIIIR ( AS NOTED D TAPPLY CONNECTORS # TOT.LD. 37.0 PSF SEAN - 11505 EACH FACE PI OF TROSS, AND UNLESS OTNERYIS[ LOCATED ON THIS DESIGN. POSITION COl1ECTORS ►E1 DUR .FAC . 1 . 1 5 FROM MD ��5V,,,,,,,,,,��pp.,,.,.,.,.,,,.....,..�,,CN COMING$ 160 A•t. THE SEAL ON TY IS D¢AYIR6 INDICATES ACCEPTANCE OF PROFESS(DNAL EHGINEf11N6 CMV ^•Y•': ••"O" red I xhcm, tm � HERTI FOR ANY LITY LIART IELY CULAR BUILDING is THTHE INUSS ETRESPONSIBIDESIGN LITY OF THE BUILDING DESIGNER. PER THIS "C SN kcuacTgCA95M ANSI/TPI 1.1115 SECTION 2. �CAL1 SPACING 24.0" ZXUKWtN-WCNUAL SUKtNSUN - 14 ZZ' CUMN ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IRIS UWG PRLPARLU FROM COMPUIER INPUI (LUAUS 6 UIMEN5IUNS) SUUMIIItU BY IKUSS MI -K. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W4X4 L--2-0-0-,1 L-2-0-0-:;-,.1 +8-0-0 E L_ 11-0-0 _I_ 11-0-0 _I i • 22-0-0 Over 2 Supports . _ - y �Ir - R=934 W=3.5" R=934 W=3.nUTTE m� AtKDI !'7 1)z -/F PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ 1 -/ Scale =.25" Ft. •WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND *8RACING, T C L L 20 0 P S F -- R E F R427-- 9 2 9 4 2 REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OIIDFION DR., SUITE 200, MADISON, NI 53))9), FOR SAFETY PRACTICES PRIOR TO t- (, w IL/ . PERFOfl MING TME SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEPROPERLY ATTACHED �O`'D T C D L 10 . 0 PSF DATE 0 2 / 2 5 / 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIG10 CEILING. ••IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Feb 2 5 ' 99 D R W PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO m B C D L 7.0 PSF CAUSR427 99056044 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND 58 0 5 B C L 0.0 P S F CA -ENG A E B/ G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN exp .3 L ON AMERICAN TPI. MADEPUBLISHED GR40FOREST GALV. STEELPAPER APPL YALPINE CONNECTORS( ARE20GATASTMEXCEPTASSOCIATION) NOTED'. CONNE CTORS TO TOT . L D . 37 . 0 PSF S E O N - 11510 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST I DN CONNECTORS PER * * DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RI ONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. .Q C+VIL D U R .FAC . 1 . 1 5 FROM M D Alpine Engineered Products, Inc.COMPONENT TILE SUITABILITY AND USE OF THIS `P• saLTBTDen(o, CA 95828 FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI OFC n SPACING 24 11995 SECTION 2. .0 SDRWEN-WENDAL SORENSON - [PGE] T5 2217 P a) O CP F. 2x4 DF -L #1 :T2 2x6 DF -L #2: ,,IOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard iNOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS C0122 OR 00123 FOR GABLE REQUIREMENTS. 001 LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER c AT EDGE OF LOWER ROOF DIAPHRAM, OR WITH PURLINS 24" OC. E� A O Glu Q.. A W w 112X61__, - z� W3X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***LOADING,ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SEE DWG GA896117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 4 BC @ 48.00" OC. DEFLECTION•MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. in Dca at LTVE LOAD PER UBC. d 11-3-8 11-3-8 �I 22=7:0--0ve_r 2—SUppor� is R-879 W-3.5" R-269 PLF W-8-7-0 Note: All Plates Are W1.5X4 Except As Shown. Desi n Criteria: TPI STI PLT TYP. Wave TPI -95 R •YARNING•" TRUSSES REQUIRE EITREME CARE IR FABRICATION. IUNOIIRG, SNIPPING. INSTALLING AND IRSTCIIG. TUTE ^EFER TO HIS -91 SB] O'OYOiR10 DRH�fU TE IT[ 2DLIKS 00. MADISON�YIR SNI191.P FOR SAFETY PRACTIESED BY TPI UPRIOR SS ATO PERFORMING THESE FUNCTIONS. UNLESS OTNERNISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SKALL HAIE A PROPERLY ATTACHED RIGID CEILING- --IMPORTANT' FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO 11011.0 THE TINSSES IN CONFORMANCE MITI TPI: OR FABRICATING. HLNDLIRG. SHIPPING. INSTALLING AND ALPINE lKPECIfICLTIQAO/UBLISRED BYSTHESIGN AMERICAN FORESTCONFORMSTAND PAPERBLE ASSOCIATRol IIO )SAND TPI. EN ALP ZINE DESIGN COXIEACNEFACECTO fOFRTRUS$.E MADE AHD VRIES$ OTHERWISUP COSA ASTH A653 SEEAIOt T10 0n THISV- STEEL. EXCEPT AS 00790. APPLY DESIGN, POSITION CONNECTORSPER TO ORAYIKS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INGINCE4196 &ESPONS1911. LTT SOLELY FOR TIE TRUSS COMPOIENT DESIGN SHOWN- THE SUITABILITY AND USE OF THIS �.SFogincend IOtffi0. CA &jc CON ANS [ITrlll`19RSNSCCiIONC=IRR BUILDING IS THE RESIONSIBILITT OF THE &WILDING DESIGNER. FEB L.2 - 0 - OaJ W Feb 25 ' A +8-0-0 T5 BUTTE COUMal v 114 FULDIING DEPARTS/EN, ® CA - 1 - - - F Scale —.25' Ft. TC LL 20.0 PSF REF R427--92944 TC DL 10.0 PSF DATE 02/25/99 BC DL 7.0 PSF DRW CAUSR427 99056046 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 37.0 PSF SEQN - 11520 DUR.FAC. 1.15 FROM MD SPACING 24.0' SORWEN-WENDAL SORENSON - T6 22-7 COMN cc OP CHORD 2x4 DF -L $1 OT CHORD 2x4 DF -L #1 cNv WEBS 2x4 DF -L Standard CL (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cl— o W4X4 e z E- A O P4 Q. A W 04 W W2X6 (_-• W z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC A BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. Y1. TC2C7)- C2 Lci N A W W I 11-3-8 1 11-3-8 . L2-0-o;J SUE x i r : J. _Q2-7-0 Over 2 SupportS'~.. -J RR-963 N-3.5' —829 W-3.5' INAU ALPINE a mghwed Prod -t4 Inc. aSlamm' CAVUg si4n Criteria: TPI IRACING. REFER TO NIB -91 • (BANKING IISTALIIIG AND BRACING). PUBLISNED BY TPI (TRUSS PLATE IN ST ITOTE. SB] D'OIIOFRIO DR.. SUITE 100. HADI101. NI 53119). FOR SAFEST PRACTICES PRIOR TO ISM" NO, T."E FUNCTIOIS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL tlAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILL NB. `-IMPORTANT'- ►ORNIStl A COPY Of THIS DESIGN TO THE INSTALLATION COBTRACTONI. ALPtN[ ERBIN[ERED PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR All THE FROM THIS DESIGN; AIY fAItOILE TO ` BUILD TIE TRUSSES TN CONFORMANCE WITH TY1: UR FABRICATING. HANDLING. SHIPPING. INSTALLS YB AID BRACING OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGG SPECIFICATION PURL ISHEO 0 TUE Immix FOREST AND PAPER ASS OCT ITT 01) AND TPI. Will (ACI FAC SARE of TRUSS` AND UNLESS OTMERYISEor TOGA ASTO A651 ,0 GALT. LOCATED STEEL. THIS DESIGN. POSITION C NNECTORS CONNECTORS DRAWINGS 160 4•1. 119 SEAL 02 THIS DIAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR Tat TRUSS COMMENT DESIGN SHORN. TUE SUITABILITY AND USE Of THIS CONPORENT FOR ANY ►ARTICULAR BUILDING IS THE BESPONSTBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION R. 1� +-0-0 CA - 1 - -- F TC LL 20.0 PSF w hFy� TC OL 10.0 PSF Feb 25 '99 BC DL 7.0 PSF 60005 BC LL 0.0 PSF : * TOT. LD. 37.0 PSF CML DUR.FAC. 1.15 t-c1PcaLtW`" SPACING 24.0' Scale-.25'/Ft._ REF R427--92943 DATE 02/25/99 DR W CAUSR427 99056045 CA -ENG AEB/GWH SEAN - 11516 FROM MD (SORWEN-WENOAL SORENSON - T7 22'7 GIRD 650P CHORD 20 DF -L #1 c"OT CHORD 2x8 OF -L SS d' WEBS 2x4 DF -L Standard :W3. W6 20 DF -L #1: `11IRt Wedge 2x4 DF -L Standard: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � Ai—CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. C6 `c�IIRDER SUPPORTS: 32- 0- 0 SPAN TO BC ONE FACE ..NO 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. W4X6 (R) M 10 r WSX12 0 W1.5X4 II W3 W61 12 44,10 7-3-12 - W6 o (A) w � A w o� w w :2-- C-13 C-13 W70 m WBX12 m HS416 W z w WSX6(C3) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.131x2,5_g_na11s BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 8.292 1 15' 24 1 22.292' 1 17' 29 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC 6 BC @ 48.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. RECOMMENDED CONNECTION FOR 32-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24' D.C.:, SIMPSON HUS28.�SEE SIMPSON CATALOG C-98. W4X6(C3) A w z TC LL 20.0 a REF R427--92945 TC DL d 1 3-0-0 1 11-3-8 J DATE 02/25/99 I -- F_ �- ty14-3-8 Over�2"Supports PSF a _- R-4363 W-3.5' R-4549 W-3.5' 0.0 C73 CA -ENG AEB/GWH TOT.LO. 37.0 PSF SEAN - 11523 DUR.FAC. TPI STD FROM MO PLT TYP. High Stren th Wave TPI -95 RDesi n Criteria: 07 •-WARRING'• TRUSSES REOVIRE EXTREME CARE 11 FABRICATION. HANDLING, SNIPPING, INSTALLING ARD BRACING. at fa TO 018.91 (HANDL INN INSTALLING AND BIAClN6), PUBLISHED BY TPI (TRUSS PIATE 603 D'OROiR[O DR., SUITE 200. MADISON. N1 S3719), FOR SAFETY PRACTICES PR OR TO � w INSTITUTE. PERFORMING THESE FONCTIOAS. UNLESS OTBEANISE INDICATED, TOP CHORD SHALL HATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLT ATTACKED 21610 CEILING. Feb 25 ' 9 CV --IMPORTANT-- PURISM A COPY Of TRIS DESIGN TO THE IRSTALLATIOR CONTRACTOR. ALPINE ENGINEERED INC. SHALL NOT 0£ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESISR: .ANY FAILURE TO No. C 68005 al PRODUCTS. BUILD TRE TRNSSES IR CORFORKARCE PITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL Of 16 D2 w ALPINE BRACING OF TRUSSES. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AM PAPER ASSOCIATION) AND TPI. ALPINE ; Cy CONNECTORS ARE KADE OF IDEA ASTM A6S3 U40 MY. STEEL, ENCEPT AS NOTED. APPLY COINEC70AS TO ��2N,,,,� e__�� "Y'• �+IV�a' bm CA 95M JACK 'ACE OF TRUSS. AND UNLESS OTHEANTSE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ONAVINGS 160 A•1. TKE SEAL Ol TRY DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS161LITY SOLELY FOR TRE TRUSS CONPONENT DESIGN SHOWN. THE SUITABILITY AM USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE A(SPORSIBILITY Of THE SPIL0116 DESIGNER. PER ANSIFTPI 1.1095 SECTION 2. _ �►n� �CALI A P h 1/ P CA/ -/1/-/-/-/F Scale —.25'/Ft. TC LL 20.0 PSF REF R427--92945 TC DL 10.0 PSF DATE 02/25/99 BC OL 7.0 PSF DRW CAUSR427 99056047 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LO. 37.0 PSF SEAN - 11523 DUR.FAC. 1.15 FROM MO SPACING 24.0' SORWEN-WENDAL SORENSON - TB 10.6 GIRD uD OP CHORD 20 DF -L #1 C—),;OT CHORD 2x8 OF -L #1 Lc, WEBS 2x4 DF -L Standard :W3 2x4 DF -L $1: iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,`tECOMMENOED CONNECTION'F6R-22-0-0 TRUSSES FRAMING TO THE BOTTOM 00:HORD @ 24" O.C.: SIMPSON HUS28.�SEE SIMPSON CATALOG C-98. ca = . 0 z W4X6(R) M W3X8 4' W3X8 � r 10 cn 10 I W3 v A 0 W3X6(A3) e A w a w w z o W3X10 W W7X8 EB W3X10 to w W3X6(A3) n w z . THIS OWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS IU BRACE TC @ 24.00" OC 8 BC @ 48.00' OC. GIRDER SUPPORTS: 32- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X6(A3) c - h A-0-0 W3X6(A3) cam. 5-3-0 _1 1 5-3-0 1 t an _I 10-6-0_OVer 2 SUpports 1 R-3274 W-3.5" R-3274 W-3.5- Wave TPI-95kR_ Design Criteria; `NMNING•• Tlussr. UAuuum c ...•. •--•- --•----------- BIACING. tE'is 10 H10•P1 (NMOL ENG If ST AILING, AND BRACING). PUDLISREO BY TPI (IRGIS PLATE IIfTiTOTC. SB3 0'000►tI0 DA.. SOITE 1100. MADISON. WE 53719), f01 SAFETY PRACTICES PRIOR TO PER rO&KIN4 TOP CA STRUCTURAL PANGELS. DDTTOMSCROADESSNALtHHAVE SA PROPERLY DATTACKED O11610 CEILING.ItD SMALL HAVE PROPERIT ATTACHED --IMPORTANT" F011ISO A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESMASIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ROIL0 THE THUS3 1 11 CONFORRANCE WITH TPI; O1 FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF iRUSSEs. THIS DESIGN CONFORMS WITH APPLICABLE ►tOlISIONI OF Nos (NA7101u DESIGN SPECIFICATION PUBLISHED BY THE MERICAI FOREST AND PAPER ASSOCIATION) AND TPI. AL►INC 1 On CT EAACH FACEfOF1TRRADE S, ANDZORN ASTM A,ULLE33 OtBEtYtSEALOtATEO 0 STEEL. THISEXCEPT DESIGN. POSITION CONNECTORS D. APPLY COYPER Th ONAfIl1Gf 160 A.I. THE SEAL 01 TRIP 0 AXING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •,,,..,. IESPOI$lelt ITT SOLELY FOR THE TRUSS COMPOBENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS "`1""" �5 � •ID0' CONPOBEIT FON A17 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SKII&OW D, CA 95828 ANSIFTFI 1.1995 SECTION 2. -1-8 t �-. E. _ • p Scale —.375"/Ft. REF R427--92946 DATE 02/25/99 OR W CAUSR427 99056048 CA -ENG AEB/GWH SEAN - 11528 FROM MD GA - 1 - - r wTC LL 20.0 PSF TC DL 10.0 PSF 25 9 BC DL 7.0 PSF 5800BC ;eb LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.15 V1►- SPACING 24.0° � Scale —.375"/Ft. REF R427--92946 DATE 02/25/99 OR W CAUSR427 99056048 CA -ENG AEB/GWH SEAN - 11528 FROM MD u-urmnAl SORFNSON - T9 11'3 COMN ) Z OP CHORD 2x4 DF -L #1 Q DT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 SC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. i:10DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. C— co 0 z W4X4 g 10 10 H v -0-0 0 a 1'- W1.5X4 0 w W2 (B1) W2X4(B1) lz w w z c� w w 5-7-8 5- 7- 8 �2-0-0—� 1 I _l 00 11-3-0 _Over 2`Supports - ?a� I i-- --; _ — _.! R-536 3 5• � �1 - V � �! .� ate. R-536 W-3.5' � "� LNrA - j✓ PLT TYP. Wave TPI -95 R Design Criteria: TPI STD !! CA - 1 - - - F Scale —.375 -/Ft. --HARMING'- nO56E5 REQUIRE ETTRENE CARE 11 FABRICATION. HANDLING, SNIPPING. INSTALLING AND , TC LL 20.0 PSF REF R427--92947 BRACT R6. REFER TO 011.91 (HANDLING INSTALLING AND BRACING). PURI ISNEO BY TPI (no SS PLATE W IISTITUYI. 603 O'ONOFAIO OR., SUITE 100, MADISON. VI 65119). FOR SAFETY PRACTICES PAIOR TO PERFORMIRG IN( fE FUNCTIONS. 6RLESS OTREANISE INDICATED. TOP CHORD SMALL HAVE PROPEALY ATTACHED TC OL 10.0 PSF DATE 02/25/99 LC) STRUCTURAL PANIIS.•aOTTOM CHOMD S1ALl MAYE A PROPERLY ATTACRED RIGID CEILING. Feb 25 9 N --IMPORTANT-- f11ANISM A COPY OF TRIS at$I 1 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. b O6 BC DL 7.0 PSF DRN CAUSR427 99056049 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All FAILURE TO �q BUILD THE TROSSES IN CONFORMANCE MITI T►1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ' Ems, o- B C LL 0.0 P S F CA -ENG AE B /GWH wAL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of ADS (RATIOVAL 015161 [:. SPECIFICAT10&1 PUBLISHED AT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND VI. ALPINE TOT. L D . 37.0 PSF SEON - 11530 CORRECTORS ARE RACE 01 TOGA ASTM A653 6240 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTNERVISE LOCATED OA THIS DESIGN, P0511100 CONNECTORS PER DRAWIIGS 160 A•[. THE SEAL 01 T1 if DAAN110 INDICATES ACCEPTANCE OF PROFESSIONAL ERRINEEAIN9 CN11- DUR . FAC. 1.15 FROM MD �Y,,1,,� RESPONSIBILITY SOLELY FOA TIE TAUS$ COMPONENT DESIGN SMOVN. TILE SUITABILITY AND USE OF INIS A4d. 2* Lp SBZB CORPORUT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0 ° ARSIJYPI 1 .1995 SECTION E. SORFNSON - T10 11'3 GIRD cn OP CHORD 2x4 DF -L #1 OT CHORD 2x8 OF -L #1 N WEBS 2x4 OF -L Standard :W3 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. m N LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO � IRACE TC ® 24.00' OC b BC 0 48.00" OC. z )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 22-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24" O.C.: SIMPSON HU528f SEE SIMPSON CATALOG C-98. WSX6(R) 01 WN8 41 WN8 10 W3 H V .`—'7 Ll O c>~ a- W3X6(A3) ra w Rx w w z t� W3X10 AI WM a W3X10 w W3X6 (A3) E3 w THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.131x2.5_g_nalls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12" 6 1 10.958' 1 120 6 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK.TO BE SAME SPECIES, SIZE 5 GRADE AS CHORD. GIRDER SUPPORTS: 32- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. 6 (A3) - W3X6(A3) - ¢ ( 5-7-8 I 5-7-8 `11-3-0 Over 2SUpports ` 1 R-3508 W-3.5' R-3508 W-3.5" cv-a Desitin Criteria: +8-0-0 rn - - - --VARYING-- TRUSSES REQUIRE EXTREME CARE 14 FABRICATION, NANUL---. w.....". .. .... ^^- Q) BRACING. REFER TO tli8.91 (MAVOLIPG INSTALLING AND NRACING). PUBLISNEO By TPI (RUSS PLATE ^Q,,S INSTITOT[. 513 O'OROFNIO OR.. SNIT[ 200. MADISON. Y1 557191. fOR SAFE IT PRACTICES P1100. TO FERFOUIING THESE FUNCTIONS. OBI ESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED �j STRUCTURAL PANELS. BOTTOM CHORD SCALL HATE A PROPERLY ATTACHED RIG10 CEILING. CV -`IMPORTANT'* FUNNISM A CO►T Of THTS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. fit. SHALL MDT BE lESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Qj BUILD TNI TRUSSES IN COXFORRAICE NITS TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND w ALPINE BRACING OF TI OSSES. THIS OE -GI CONFORMS NITS APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Iy SPECIFICATION ►OBLISKI) BT THE AMERICAN FOREST AND PAPER ER ASSOCIATION) AND TPI. ALPINE I SOF ZOGA STEEL. EEfASITHP El00.i TO ARE OSE OCA OSION CONNECTORS EACMT►CEOF TRAND UNLESf TNERNILOCATED ON 1 CRAVINGS Lao A•1. THE SIAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEER IRO �Y�� RISPOISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHM. THE SUITABILITY ARO USE Of THIS Mom Eo��CA 9 �` CON/UNFIT ►OR ANT PARTICULAR BUILDING 19 TSE RESPONSIBILITY Of THE BVILDIRO DESIGNER. PEN gwdggp 4 ARS11TP1 1.1095 SICTION 2. c. P VIPV A �Feb W. TC LL 20.0 PSF TC OL 10.0 PSF 25 '99 BC DL 7.0 PSF !t 6B O' BC LL 0.0 PSF * TOT.LD. 37.0 PSF mt.,, OUR.FAC. 1.15 OF SPACING 24.0" Scale—.375'/Ft. REF R427--92948 DATE 02/25/99 DRW CAUSR427 99056050 CA -ENG AEB/GWH SEAN - 11534 FROM MD SnRWEN-WENDAL SORENSON - T11 32' HIP 6' SB ca -OP CHORD 2x4 DF -L $1 � ;OT CHORD 20 DF -L #1 Cx:0 WEBS 20 DF -L Standard N iPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. `D IO PSF BC LIVE LOAD PER UBC. z USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES 0 24.0° OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND OIA60NALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD11O. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3X8 v WMX WMim Cn U -- A O a P-. A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 -Complete Trusses ,Required ___, C NAILING SCHEDULE: (0.131X2.5—g_nails) TOP CHORD: 3 ROW 0 9' O.c. BOT CHORD: 1 ROW 0 12' O.c. WEBS : 1 ROW 0 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SUPPORTS*I HIP CORNER SETSARE CONVENTIWEBS. ONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X6 ® W3X8 t W2.5X4 - W4X4- 10r —I to 8-0-0 W a W4X4 (R) M W4X6 Ea W2.5X4 is WU4 a W4X4 (R) IB w W4X12 (B3) W3X4 a W1.5X4 Y c.5 z w _ w W4X12(B3) - 12-0-0 6-0-7 Q 6-0-1 20-1-11 5=9-14 IBUTM iQ 32-0-0 Over -2 Supports 'fir �a , 3 R-2616 W-3.5' P PLT 7YP. Nave TPI -95 R Desi n Criteria: TPI STD CA/ -111 -/-/-IF Scale .1875' Ft -NARKING-- 7105393 REQUIRE EXTREME CAFE IR FABRICATION. NUDIIHG, SNTPPIa6. 12STALlINB AND �-�, (n] TC LL 20.0 PSF REF R427- - 9 2 9 49 B2ACI2G. AEFEA TO HIB -91 (HANDLING IRSTALLING AND HRACI10 . PUBLISHED BY TPI (TRUSS PLATE f7`� w rn 1B57ITn7t. sea D•010FRIO OR.. SUITE 200, MADISON, NI S$719). POR SAFETY PRACTICES PAIOa TO T C DL 10.0 PSF DATE 02/25/99 ^' PtRFORN11i TB[SL FDIKTIDNS. URLtSS 07HEAY75E INDICATED. TDP CM020 SBALL HAVE PROFERLT ATTACNID Lri SIROCTURAL PANELS. BOTTOM CHUNG SHALL NAVE A OtOfLA►Y ATTAINED RIGID CEILING. Feb 25 19 8C DL 7.0 PSF DRN CAUSR427 99056051 CV--IMPOATAMT-- FURNISH A COPY OF Tat$ DESIGN TO THE 113TALLATIOI CONTRACTOR. ALPINE FIGIIIt2ED OS PRODUCTS, INC. SHALL NOT at RESPC SIBLE FOR ART DEYIA71011 FROM 791% DESIGN: ANY FAILURE TO t B C LL 0.0 PSF CA -ENG AE B / GWH pq 1 BOILD THE TRUSSES 12 CONFOAMMCE WITH TPI: 01 FABRICATING, MAHOLING, SHIPPING, IMSTALt IRG AHD W A 4 P I N E HIACIHG Of TRUSSES. TRIS DESIGN CONFORMS NIT1 APPLICABLE PROVISIONS OF BUS (RATIONAL OEStCI Cy SPECIFICATION PUBLISHED By THE AMERICAN FOREST AID PAPER ASSOCIATION) AHO TPI. WINE CONNECTORS ARE MAGE OF 20" ASTM A653 GRAD G►LV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO TOT . LD . 37.0 PSF SE O N - 11552 EACH FACE OF TRUSS, ASD UNLESS OTMERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAY 9BGS 160 A-1. Sat SEAL OB THIS DRANIRG INDICATES ACCEFTANCC, Of FAOFESSIORAL 92GINEERI H6 i. D UR . FAC. 1.1 5 FROM MD EXIODaCted 2ESPONSTB ILITY SOLELY FOR THE TRUSS CORPOIENT DESIGN SHDYN. THE SO AND 059 OF TNI$ plpmeE.�9PIr> ,IMc COK?AASIONPITIF1995NfI,CTIOBtt�� BUILDING 19 THE RESPONSIBILITY OF TRE BUILDING DESIGNER. PER 4:ggL1 SPACING 24.D° .Ar A1n A, enDCUenN - TI? 39' FTC COMN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DTMEMSIDNS) ,SUBMITTED BY TRUSS MFR. .STOP CHORD 2x4 DF -L #1 f***LOADING ON THIS TRUSS CALCULATED BY TRUSS FA BRICATOR- 1�1BOT CHORD 2x4 DF -L #1 / (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. rn - WEBS 2x4 DF -L Standard ' N DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED -FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSS SUPPORTS 300# MECH UNIT -..SUPPORTED BY TC AT ANY LOCATION: co UNIT WIDTH 04 -00=00 -:'SUPPORTED BY 3 TRUSSES. CCD a co C31- C7)- 172 SJC7)171 N CCS W �W IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 6 BC @ 48.00' OC. q5# q5# W04(R) 11j, W2.5X4 Es W3X4 0 _ r 10 f ' C. (A) W1.5X4 M W3X8 a W5X6 an W5X4(A2) W4X4(R) W2.5X4 W3X4 � (Ai 1 30 ,i W3X8= W1.5X411 W5X4(A2) _ ..�8-0-0 BaCtkwWq CA 95828 AZSI/TPI 1-1P9S SECTION 2- _- :to j Y� I 10-6-7 11-1-11 I 10-3-14 Cou1 32-0-0 Over 2" SUPportS R-1366EW- �E E" r® �`ATM R-]392 W-3.5", 1 A RUL IF Design Criteria: TPI STD CA - 1 - -/-/F Scale —.1875"/Ft. PLT TYP. Wave TPI -95 R -•VARRINO-• TRUSSES REQUIRE EXTREME CANE [Z FABRICATION. fANDLIR6. SHIPPING, ItlSiul[ZG ANO TPI PLATE W TC LL 20.0 PSF REF 1427--92950 BRACING. REFER TO MID -91 (NANDLIM6 INSTALLING AID ZNACIAG). PUBLISHED OT (TRUSS IISTITOTI. SBS D'OHOFRIO DA.. SOET[ 200. RAD[SOR. WI 59719). FOl SAFETY PRACTICES PRIOR TO ATTACKED T C D L 1 0.0 PSF DATE 02/25/99 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SZALI HA1E PIOPERtT STNDCTORAL PANELS. eOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 11610 CEILING. FeD 25 99 BC DL 7.0 PSF DRW CAUSR427 9905 *•IMPORTANT•* FUNHISZ A COPY OF THIS 0[SIGN TO THE INSTALLATION COATRACTOR. ALPINE ENGINEERED PROOOCTS, INC. SMALL ROT 0E 1ES►ONSTBIE FOR TODEVIATION FROM TRIS DESIGN: AZT FAILOIE TO StlIPPiNG. /1STALLIIB AND No. C OG 7 8 C LL 0.0 PSF CA -ENG AE B / GWH ROIRO TME TRUSSES 1N CONfORMA[CE Y11H TP1: a1 fAB0.1CATIN6. NAIDIJ[C. GRACING OF TRUSSES. THIS DE71G11 CONFORMS WITH APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN AND TPI. ALPINE P SEAN - 11571 ALPINE SPECIFICATION PUBLISHED BT THE AMERICA fORIST AND PAPER ASSOCIATION) CORRECTORS ARE RADE OF ZO0A AM ROSS U40 CALP. STEEL. EXCEPT AS ACTED. APPLV COINECTONS TO TOT.LD. 37.0 PSF EACH FAC[ OF TRUSS, AD UNLESS OTHEU139 LOCATED OA THIS DESIGN. POSITION CONNECTORS PER DRANIR6S 160 A•I. THE SEAL OD THIS D1AY1N6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE El [KING OF tN15 CM1- DUR . FAC . 1.15 FROM M AIPIIII F�BmeaedPlodncts.tnc CESP OMPONENTELITY FOR uIIPARTICULARELV FOR ETRUSS BUILDINGOISOTIETRESPOIXISIBIL177 OF TIE BUILDINGITI AND all DESIGNER. PER SPACING 24.0" BaCtkwWq CA 95828 AZSI/TPI 1-1P9S SECTION 2- _- L1CNnAI enavucnp - T19 32' FT TSC c,6'OP CHORD 2x4 DF -L #1 RIOT CHORD 2x4 OF -L #1 M WEBS 2x4 DF -L Standard :W6 2x4 DF -L #1: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SIN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO ,,,3RACE TC 0 24.00' OC 8 BC 0 48.00. OC. 0 W3X84* W5X6im W4X12a (A)" W6 W2. 5X4 0 10 f W6X8 - °" W1.5X4 M W3X14 0 0 6 a a P W1.5X4 U A_ a i cw W3X6 (F2) 0 z THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.33' DUE TO LIVE LOAD AND 0.28" DUE TO DEAD LOAD. ((A))C ONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. � ,1 DEFLECTION MEETS L/240.00 LIVE AND 1,/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4 14 1 �(A) �� W3X6� W3X10� -1 10 4--E� W2.5X4(B1) s 2-0-0 z w �4-0-0 Q l 11 1-11 10-3-14 10-6-1 4-3-8 tt a C=3 - C7), rn rn CT N W Lz. +B-0-0 14-0-0 32:0 -0 -Over -2 -Supports -�� Ae R-988 W-3.5° R-1500 W-3.5' r+ i °J7 �l 3Fj�b` . .: c b 4-21 F nStaAe P.1875. P. Wave TPI - ALPINE Alpim En&eucdSwiluesaft.CA 9n Inc YARHINO-- 'MOSSES REQUIRE E13119111 CAME IM rA°KA—S.., BRACING. REFER TO NIB -91 (NANDLING INSTALLING AMD BRACING), PUBllftl[D BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO OR.. SU ISE IDO. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. NNLESS OTHERWISE IRDICATEO. TOP CHORD SMALL JAI PROPERLY ATTACHED STRYCTSRAL PANELS. BOTTOM CHORD SMALL HAVE A PILO, ERLY ATTACHED RIGID CEILING. 1f IMPOHTAM- FURNISH A COPY OF THIS 093164 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL 907 BE RESPONSIBLE FDA ANY 0991ATION FROM THIS DESIGN: ANY FAILURE TO IID TME TRUSSES IN CONFORMANCE WITH TPI; U FABIICATING. HANDLING, SHIPPING. INSTALLING AND ACING OF TRUSSES. 'NIS DESIGN CONFOAMS WITH APPLICABI[ NL Of 905 (NATIONAL DEfIW SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CORRECTORS ARE MADE OF TOGA ASTM A653 6240 GALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 03 THIS DESIGN, POSIT169 CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGINEERENG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANI PARTICULAR BUILDIRG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION E. apyy,�p TC LL 20.0 PSF �y+ TC DL 10.0 PSF Feb 25 '99 BC OL 7.0 PSF Vo. C 05 .3 Ds BC LL 0.0 PSF IT TOT. LD. 37.0 PSF CML OUR. FAC. 1.15 SPACING 24.0" Ktr K4Lf --zc»- DATE 02/25/99 O R W CAUS0427 99056052 CA -ENG AEB/GWH SEAN - 11579 FROM MD riIk •fn• CTIIR rT 1unw�n-vuTvn� u�,fOP CHORD 2x4 DF -L #1 � iOT CHORD 2x4 DF -L #1 C=D WEBS 2x4 DF -L Standard C-3. :Lt Slider 2x4 DF -L Standard: BLOCK LENGTH - 1.580' IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO `jc� BRACE TC 0 24.00' OC 6 BC O 48.00" OC. o W3X6 0 W2.5X4 a W2.SX4 Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR... u (A) I CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSS SUPPORTS -3 00 MECH.UNIT;JSUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 04-00-00; SUPPORTED BY 3 TRUSSES. W3X6 Za W3X o f� II H W3X4 d A O a P-. [Axl 0-7-12 al w W6X4(CII ) fl W1 5X4 B W3X8a z 10-2-15 11-1-11 10-3-14 W5X4(A2) a z -D -o 131' �_31.:8t8.0_v_er_2..Support`s � 1 ' R-1371 W-3.5'" 13 R-1246 ,.,,NNI. a ro feA+A_F1,.L_F_F._FI: Sea}e. 4C.11 PLT THP. Wave TPI -95 R Design Criteria: TPI 51U v^ "p rL i 20 SF' ^YARYIMO•• TRUSSES REOUIRE EXTREME CARE It FABRICATI01. HANDLING. SHIPPING, INSTALLING AND OR_ SUITE 2110NG • MADISON ALLING OVI0.ACSXPI9) PUI00 SAFETI PRRACTICESUPRIOR SS ATO IN"ITO ,NE 507 010-21 SHALL YAFL PROPERLY ATTACHED W. H 0. TC L :� sr TC DL 10.0 PSF- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Feb 25 '99 BC DL 7.0 PS F STRUCTURAL IMPORTANT•• fUAY1SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTIACTOR. ALPINE EN61NEIRED FROM THIS DESIGN; ANT FAILU0.E TO 8 05 P0.000C1S, INC. SHALL NOT Be RESPONSIBLE FOR All DETIATION BUILD TIE TRUSSES in CONFORMANCE PITH TPI; OR FAIIICATING, HANDLING, SHIPPING. INSTALLING AND CONFORMS MITI 111111AW PROVISIONS OF NOS (RATIONAL DESIGN B C LL 0.0 P SF ALPINE BNACIIt OF TRUSSES. THIP OESI6N SPECIFICATION PUBIISY[D OT TML AN ICAM FOREST AND PAPER AS AND TPI. ALPIR[ TOT. L D . 37.0 P SF CONNECTORS ARE NUDE OF TOGA ASTM ASS] G240 GALT. STEEL, EXCEPT AS NOTED. APPLY CONIEC TONS TO EACH FACE OF TRUSS. AND UNLESS DIMERI St LOCATED D1 THIS DESIGN POSIT TON COSYECTORS PER ORAYIIG INDICATES ACCEPTANCE OF PROFESSIONAL EAGINEERIN6 ��pp %' .1/11- DI1R .FAC • 1.15 SPACING 24. 0 • DIANINAS 100 A•1. THE SEAL ON THIS 111E �' IESPONSIBILITF SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AID USE OF THIS CA � 11,MpANSI/TPEElf99SN5ECTI0RCELhR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 'r .1 875• Ft. -92951 DATE -02/25/99 DR W CAUSR427 99056058 CA -ENG AEB/GWH SEQN - 11575 FROM MD ..eunA� enoruenu - TTA 19- CTIIR FT COMN 1 criTOP CHORD 2x4 DF -L #1 BBOT CHORD 2x4 OF -L $1 WEBS 2x4 OF -L Standard C+ -T PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. opo TRUSS SUPPORTS' $-MECH,UNIT;`SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 04-00-00`SUPPORTEDJBY 3 TRUSSES. co o ' 51$ 5� W3X6 0 W2.5X4 ER W3X4 0 r+ 10 r �(A (A)•, C� V A_ a I 0-6-3 w W5X4(B1) W1.5X4 0 W3X8 m W5X4 Emw z ca • z STI / off.. rn arA THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ((ACONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. L f`` DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 48.00' OC. W4X4(R) 0 W2.5X4 W3X4 (A) 1 10 \ J -0-0 W3XB E3 W1 .5X4 M W5X4 (A2) G= I 10-4-13 I 11-1-11 I 10-3-14 ,1 I �31-10-6. Over_2,SuppO_rts y,IG R-1259 IR -136911-3 �a 9 �4 PLT TVP. Wave TPI -95 R Desi n Criteria• TPI STn, CA/ -/1/-/-/-/F Scale --YYi 5'/Ft WARNING— TRUSSES REQUIRE EXTREME CARE 15 FABRICATION. 1ANOL1A6. SHIPPING. IASTALLIYB AND BRACERS. REFER TO MIB•91 (HANDLING INSTALLING AND NIACINS), PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE. SBS O'OYOFIIO 01., SUITE 200. MADISON, YI 57)19), F04 SAFETY P1ACT1Cf3 falOR TO PLRfOIM Iti TNESE fUNCT10RS. UNLESS OTHERWISE INDICATED, TOP CH040 SNAIL tlAVE PIOP[LLY ATTACHED STRUCTURAL PANELS. BOTTOM CYOID SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. •-IMPORTART— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION COKMCTOR. ALPINE [Yo1AE[RED PRODUCTS. loc. SMALL NOT BE RESPONSIBLE FOR ARY DETIATION FROM THIS DESIGN; MY FAILURE TO BUILD TIE TRUSSES IN COMFORNAICE WITH TPI; OI fABRICATIN6. HANDLING. SYIPPEIG. INSTALLING AID ALPINE BRACING OF TRUSSES. Th12 DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN LPEC1►ICATIOA PUBLISHED BY THE AMERICA" FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE "ADE OF 206A ASTM AM GRlO GALT. STEEL. EXCEPT AS MOT[D. APPLY CONNECTORS TO EACA FACE OF iWSS. ARD UNLESS OTM[RYISE LOCATED OY TNfS OLSI6N, POSIi10I CONNECTORS PER DRAW3ICS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PtOFES610YA1 ENGINEERING �T�,,,� , NISPOISSBI LITY SOLELY F02 THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �+W CA 9S� COMPONENT FOR ANY PARTICBLAR BUILDING 15 111 RESPONSIBILITY OF THE BUILDIRD OESI61ER, PER A1SIfTPi 1.1995 SECTION 2. �ptpyy, TC LL 20.0 PSF TC DL 10.0 PSF Feb 25 '99 8C OL 7.0 PSF 05 BC LL 0.0 PSF TOT. LD. 37.0 PSF CN11. P DUR.FAC. 1.15 SPACING 24.00 REF R427--92952 DATE 02/25/99 OR W CAUSR427 99056059 CA -ENG AE8/GWH SEON - 11577 FROM MO SORWEN-WENDAL SORENSON - T15 31'10-3/8 MOND HIP co -OP CHORD 2x4 OF -L #1 "IOT CHORD 2x4 OF L 1 C-3 WEBS 2x4 DF -L Standard C --A ''-PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. jSEARING BLOCKS: NAIL TYPE: 0.131x2.5_g_na11s m IRG X -LOC #BLOCKS LENGTH/BLK $NAILS/BLK � 1 31.708' 1 12' 7 NOTE: FOR ADDITIONAL DETAILS REFER TO'DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS CHORD. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. 10 PSF BC LIVE LOAD PER UBC. W3X61a W3X8 0 W4X4 W2.5X4 e H 10 r A 0 ATG A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 12 Complete Trusses Required_ NAILING SCHEDULE: (0.131x2.5_g_naiIS) TOP CHORD: 1 ROW @ 10" o.c. BOT CHORD: 1 ROW @ 12' L.c. WEBS : 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6- 6- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. ++ ANCHORAGE REQUIRED TO PREVENT TRUSS FROM SLIPPING OFF BEARING. W3X8 - W4X4 (R) W W4X6(R) W W1.5X4 YI .iFAAF. ii_ W w W4X4 (R) M W3X4 ETH W2.5X4 e z W4X12(B3) c c.s z w w• , 31-10-6 _Over 2 -Support R-2748 W-3.5' ` W W4X6 a W1.5X4 M 9G -1-T 0 C73. Q) 1.A7 CV OCl W Gc.. Wave TPI -95\R A Ahm g ILO. 9ea�ca, CAA "828 II W4X4 a W4X4(R) M W5X610 Criteria: TPI BIAC TIG. REFER TO HIS -91 (HANDLING INSIAII]RC AND BRACING). PUBLISHED AY TPI (TRUSS 11 PLATE STI TOTE. SBS D'ONOFAIO 01., SUITE 200. MADISDN. MI 63710). FOR SAFETY PRACTICES PRIOR TO FERiORNIRG THESE FONCTIONS. UNLESS OTBERWISE INDICATED, TOP CHORD SHALL HAVE PROPIRLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAY[ A PROPERLY ATTACHED RIGID CEILING. ,*IMPORTANT— FURNISH A COPT OF THIS OISIGI TO THE INSTALLATION CONTRACTOR. ALPINI ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIOIt FDA AMY DEVIATION FROM TNIS DESIGN. ANT FAILURE TO , NUILO THE TRUSSES IN CONFORMANCE WITH T►l: Ol FABRICATING. NAIDLIIR. SNIPPING, INSTALLING AND NIACING OF TRUSSES. THIS DESIGN C0IFOAMN WITH APPLICABLE PROVISIONS Oi MDS (NATIONAL DESIGN NP[CIFICAT101 PUBLISRED BY THE AMERICAN FOREST AND PAPER ASSOCIATIOtl) AND TPI. ALPINE EACH FACESOFATRO SE AND UNLESOF ZO&A S OIMI kWISEI LOCATED 0 GALV- OM THIS[ICIPT AS NOTED. APPLY DISTOI. POSITION CONNECTOR$ PER TO DRAWINGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E1611E£1ING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO111. THE SUITABILITY AID OSE OF THIS COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AtlSI/TFI 1.19!5 SECT IDA 2. 1 5-5-4 a-0-0 \S _,j (jE f"%®11. III R -28634W -1.p96 ( )U 4, C o. - CA - 1 - - - F �apyK�� TC LL 20.0 PSF TC DL 10.0 PSF Feb 25 '99 BC OL 7.0 PSF Na 06 BC LL 0.0 PSF TOT.LD. 37.0 PSF CIVIL. „�,P DUR.FAC. 1.15 SPACING 24.0° Scale —.1875"/F REF R427--92954 DATE 02/25/99 DRW CAUSR427 99056053 CA -ENG AEB/GWH SEAN - 11584 FROM MO U1 UAT LJunncn-acnvn� co 3P CHORD 2x4 DF -L f1 � OT CHORD 2x4 OF -L #1 d' WEBS 2X4 DF -L Standard C -)- PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � UILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 00 ca o . z o41 4 W3X4 1=4 10 W3X8- 10 cam. A w a w W3X4- W1.5X4 W W3X4za C? W2X4 (B1) cz W2X4(B1) Ea THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634.016. A625,376, 847.045, OR 3.045.810. C-:3 - o2 z 0-2-2 w 1-1-10 Q 1..1.4.1 I �-- t 1� �0-7-8 Over�2 Supports R-404 W -3.5 R-404 W-3.5" nom. cn 0 N �I PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 CT •YARNING," TRUISLS REQUIRE EETRERE CARE IN FAORICATION. HANDLING, SRIPPIN6, 1RS1ALl111C AND CT plAC12C. REFER TD NIB -91 (HANDLING INSTALLING, AND BRACING). PUBLISHED BY TPI (TROSS PLATE INSTITUTE. SB3 D'ONOFRIO DR.. SUITE 200. MADISON. RI 51719). ►OI SAFETY PRACTICES PRIDA TO '--' PERFORMING THESE FONCTIONS. UNLESS OTHIRVISE INDICATED. TOP CHOID SHALL HAVE PROPERLY ATTACHED LciSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACRID 21610 CEILING. N --IMPORTANT-- fONNISH A COPT OF IBIS DESIGN TO THE INSTALLAT102 CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATION F20N THIS DESIGN: AZT FAILURE TO al BUILD THE TRUSSES IN CONFORMANCE NITR TPI: OR FABRICATING. MANDLIS6. SNIPPING. INSTALLING AND C.:3 7ALPINE BRACING OF TRNSSES. THIS DESIGI CONFORAS WITH APPLICABLE PN0YIS102i 0► NOS (NATIONAL DESTBN [s. SPECIFICATION FWLISHED BY THE AME2ICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EEAACHEFACESOFRTNOSS. AND UNLESS S DTMERWISSE,LOCATEO ORETNISEL EDESICN. POSITION CONNECTORSCEPT AS NOTED. APPLT PER TO 1..i,,. IES ONSIBILITT SOLELYINGS 150 A-1- TFORSTHE TRUSSEAL 01 IS DIANING CONPO ENT DESIGNT99 SROVN�EPTATHE SOITABI►ITT AND USENEERING Of THIS ,hip ,�� IN, COMPONENT FOR ARY PARTICULAR 801lD1NS 13 THE RESPONSIBILITY OF THE 801LOING DESIGIER. PER ANSI/TFI 1.1906 SECTION 2. A V F CA/-111-1-1-jr �apy�y�A TC LL 20.0 PSF TC DL 10-.0 PSF Feb 25 '99 BC DL 7.0 PSF No. 00 NFL 8C 'LL 0.0 PSF IF TOT.LD. 37.0 PSF CMI. DUR.FAC. 1.15 top SPACING 24.0' Scale -.375"/Ft. REF R427--92955 DATE 02/25/99 0 RW CAUSR427 99056054 CA -ENG AEB/GWH SEAN - 11591 FROM MD .,n •� enorucnu U? 14AT coTOP CHORD 2x4 DF -L #1 QIOT CHORD 2x4 DF -L #1 CLC'), -3 WEBS 2x4 DF -L Standard i%:h_: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. � FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, XD 847,045, OR 3,045,810. ca v W4X4 A f� U A O flu [1. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINJ lu BRACE TC @ 24.00" OC & BC @ 48.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. c_a w W2X4(B1) Me w W2X4(B1) - 0-2-2 0-2 d ` 5-3-12 5-3-12 w I J- 00 O `. 10-7-8 0ver_2_ Suppor.ts_., 8-404 W-3.5' R-404 W-3.5' +8-0-0 Nave TPI -95 R Dellp, Criteria: TPITD u5 "'61 ZALPINE Alp=ftpnmnd bo SICA 9P M . •MAABIN6•• TRUSSES RIOMIRE EXTREME CARE 11 FABRICATION, lANDLII6. SBIPPIMB, BRACING. REfIR TO HID -91 (HANDLING INSTALLING AND BRAC1Nq , PUBLISHED BY TF1 (TRUSS PLATE ]UISTIME. SBS D'OBOfR1O DR., SUITE TOO, MADISOB. H1 1]119). FOR SAFETY PRACTICES PRIOR TO PERFORMI[6 T1ES1 FUICTIOIS. UNLESS OTBERNISE INDICATED. TOP CHORD SHALL HAVE P0.OPERlY ATTACHED STRUCTURAL PANELS, BOTTOM CUOR0 SMALL HAVE A PROPERLY ATTACHED RIGID CIILII6. "IMPORTANT— FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRC EIGIREIRED PRODUCTS, INC. SHALL. MDT BE RESPONSIBLE FOR ANY DEVIATION FUN THIS DES GI- AMY FAILURE TO BUILD THE TlOSSES iR CONFORMANCE MIEN TPI; 0R FABRICATING. MAROL 11G, SKIP►IML. INSTALLING AND BRACII6 OF TIUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIORS OF NDS (NATIONAL DESIGN fPECIFICATlO/ PUBLISHED 11 TIE AIURICAB FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COINECTOAI ARE MODE 0► FOGA ASTM ABSS OR40 GAIT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 0 EACH FACE 0► TRUSS. AND UNLESS OTHERMISE LOCATED DI THIS DESIGN, POSIT POO COMMECTORS PER DRAWINGS 160 A -I. THE SEAL 01 THIS GRAMIIB INDICATES ACCEPTANCE OF PROFESSIONAL fRGIHEERI SILITY SOLELY EEUIOTDESIGN LIn. THITT [NTHIS CORPOIENTFOR ANY PARTICILARBLDINUSS �THE RESPONSIBITY OF E BUILDINGDESIGNER, PER AISIFTPI 1.1995 SICTION I. Na 1 CA - 1 - - - F SC Ue -.375-/Ft TC LL 20.0 PSF REF R427--92956 `OtpW. TC DL 10.0 PSF DATE 02/25/99 Feb 25 '99 8C DL 7.0 PSF DRW CAUSR427 99056055 66005 0-2DO BC LL 0.0 PSF CA -ENG AEB/GWH * T.LD. 37.0 PSF SEON - 11595 CML �DUR.FAC.1.15 FROM HD `� SPACING 24.0" 4 SnRWFN-6lFNnAP SORFNSON - H3 HAT cL OP CHORD 20 DF -L #1 ", OT CHORD 2x4 OF -L 1 cn WEBS 2x4 DF -L Standard M !PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C,,:,-UILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 ca T W3X4 9 W3X4 A W3X8 m a 10 10 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS HFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045, OR 3,045,810. A W a w .�k 8-0-0 W2.5X4 $ W1.5X4 A W2.5X4 = w W2X4(B1) Now W2X4(61) w 0-2-2 0 �2 d 1 1-10-3 I 7-1-11 1-7-10 _I I,10-- 2_Supports R-404 W-3.5' R-404 W-3.5' 0 y N T TYP. Wave TPI -95\R Design Cr -YARNING-- TRUSSES REWIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPINS. INSTALLING AND CT BAACIVS. NEVER TD MIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE INSTITUTESBS D'OROFRID DR.. SUITE 200. MADISON. MI 65718). FOR SAFETY PRACTICES PRIOR TO ---. fERr Mli THESE FURCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, B0110M CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. N —IMPORTANT— FURNISH A COPT O► TN It DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOVCTS. INC. SHALL N0T OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO OD NAC THE TRUSSES SN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND w ALPINE BRAC IN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of MDS (NATIONAL DESIGN Cy SPECIfICATION PONLISN[D 11 THE AMERICAN FOREST Alm PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE NAD, OF IDSA ASTM A655 GR40 GAIf. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON TOTS OAANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �5,,,,,� p,,,,�,,,y� SESP09SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,A*- CA 950B CDNPOHEWT FOR ANT PARTICULAR BDILDING It THE RESPONSIBILITY OF INC BUILDING DESIGNER, PER Y50B ANSIMI 1.1996 SECTION 2. "3 Co`''� jj yy a CA/ -/I[ -/-/-/F WW. h TC LL 20.0 PSF TC DL 10.0 PSF 25 '99 BC DL 7.0 PSF 8008 BC LL 0.0 PSF * TOT.LD. 37.0 PSF �Vl►- DUR.FAC. 1.15 tF� SPACING 24.0' Scale-.375'/Ft. REF R427--92958 DATE 02/25/99 D R W CAUSR427 99056056 CA -ENG AEB/GWH SEON - 11597 FROM MD 12 A;�' —, 4 or greater Top chord that are laterally brace9 can buckle logetherandca smoll'3p.Beifthereienodiago- nal bracing. Diagonal broingshooldbenailed Jo the undersieeollhe top chord when purlins are attached tc the topeire of the top chord. =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir ti Continuousioo CFoxd Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 L i MINIMUMSPAN INi 10° or Graa_er 10' or Greater PITCH ! #trusses ' Attachment t Required —� .. :. Up to 32 4 12 8 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir ti Continuousioo CFoxd Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required —�- trusses. trusses. 10° or Graa_er 10' or Greater Attachment / Attachment t Required —� Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12 SI---_ /<e Up to 28' 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - ECS' 3.0 5' 5 3 Over 60' See a. registered professional engineer DF - Douglas iFir-Larch SP - Southern Pine HF - Hem-Fi- SPF - Spruce -Pine -Fir ti Continuousioo CFoxd t Lateral Brace All lateral braces l Required k1k,lapped at least 2 trusses. 10° or Graa_er Attachment / t Required —� O' 0 �y �Q Top chords that are laterally braced can buckle yci F� togetherandcause collapse ifthere isnodiago- ?g nal bracing. Diagonal bracing should be nailed the underside of the top hord when Of r@sa / = 45o � are attached to the topsidecof the top chords Frame 3 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. U to 32' 1 4/12 15' 1 20 15 Over 32'-48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir L�5 -~ All lateral braces lapped at least 2 trusses. Ley AWARNING: Failure to follow these recommendations could result In s severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. AWARNING: Cao not attach cables, chains, or WARNING: Do rct lift single trusses with spans hooks to tie web members. 11A greater than 30' by the peek. Tag Line / 60° or less f icr ii Approximately Approximately 1/2 truss length 1/2t-uss length Truss spans I ass than 39 . i Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In i etc. of sufficient strength to carry the weight of the truss. Each truss should be / set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - rare bracing is installed. Tag Line Spreader Bar Toe In ~ Apprcximately °/a tn V3 truss IengEY Lessthanoregjal to -ED' Tag Line Spreader Bar Toe In Toe in Apprcxi-nately "/� to Y truss len til Less than or ecp-ial to iY Tag Line Strongback/ SpreaderBar AePrcximately '/a to 3/J truss length Greater than 60' Tag I Line Strongback4 SpreaderBar At or above mid -height Y3 to 3/4 tr-ss length Tag Line Greater .han 60' CAUTION: Tenporary bracing shown in this summary sheet is adequate for the Instal<ation of trusses with similar configurations. Consult a registered professional engineer if a Different bracing arrangement is desired. The engineer may design bracing in acc vdance with TPI's Recommended De.girSpecification for Temporary ryBracin of Metal Plate Connected Wwod Trusses, DSS -89, ant in some cases determine that a wider spacing is possi::'.e. 12 CAUTION: Ground bracing required for all installations. Frame 2 Typical horin.rkal fe member -with multiple stal.cs (HA DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir t$ A 2x4/2x6 PARALLEL Continuous TOP CHORD t ' TOPCHORD DIAGONALBRACE MINIMUM LATERAL BRACE SPACING DB " DEPTH SPACING(LBS) #trusses ,SPAN .;,brace"sola' ed - pp. Up to 32' 1 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir t$ A 2x4/2x6 PARALLEL Continuous CHORD TRUSS Top Chord Lateral Bracl Required Top chorda that are laterally braced can buckle togetherand causecollapse ilthere is no diago- All lateral 10' nal bracing. Diagonal bracing should be nailed .;,brace"sola' ed - pp. to the underside of the top chord when purlins . leas'lwo' ` ' at are attached to the topside of the top chord. diagonal brace =45° Attachmer Required 10Tr 201mes) o• ® ys o<�e 3`L AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse Nlhere isno 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. All lateral braces lapped at least two End diagonals are esse `tial for stability and must be duplicate _anon both ends of the truss system. =45° Frame 5 30a or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - Trusses musthave lum- ber oriented i. -i the hori- zontal directon to use this brace spacing. All lateral .;,brace"sola' ed - pp. . leas'lwo' ` ' at The end diagonal brace for cantilevered End diagonals are ssen�ntial for trusses must be stability and must be duplicate,( placed on vertical both ends of the truss system. webs in line with the support. =45° Attachmer Required 10Tr 201mes) o• ® ys o<�e 3`L AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse Nlhere isno 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. All lateral braces lapped at least two End diagonals are esse `tial for stability and must be duplicate _anon both ends of the truss system. =45° Frame 5 30a or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - Trusses musthave lum- ber oriented i. -i the hori- zontal directon to use this brace spacing. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB I I I Truss De th P D(in) I I Lesser of D!50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1/2" 2, 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84' 1 1-34" 1 7' 96" 2"1 8, 108" 2" 9' 1 ±'/o' L(in) On L/200 L(ft) 50" 50" 1 4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesserof L/200 or 2" BOW L(in) Lesser of L/200 Or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do nct cut trusses. construction loads of any description be placed unbraced trusses. sses. Frame 6 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do nct cut trusses. construction loads of any description be placed unbraced trusses. sses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When • - you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injuy 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 properly receive, unloadstore, handle, install and brace metal plate connected wood trusses to protect 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 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 warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. �—, TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the 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 or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights 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: Alltemporary bracing should beno less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed Von -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. -TRU SS.STORAGE.: CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could causedamage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. CAUTION: Trusses stored vertically should be * braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat '' bands. Do not use damaged trusses. is extremely dangerous and should be strictly rohibited. Frame 1 LAND DEVELOPMENT OROVILLE / CHICO ,F1(%®� BUILDING / ENVIRONMEN H H - PERMIT CLEARANCE Building Permit No. 01 "�_u sic OWNERS A.P. D C.//���0 s�2 NAME NUMBER �iJy�J PRINT LAST NAME FIRST ADDRESS / LOCATION: / �(A."M lel -P COUNTY ZONING DESIGNATION: PUQ FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED:.. YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: / —7 " ! T"hO� i* -s: ESTAre-s DATE OF RECORDING: LOT / BOOK 3 PAGE COMPLIANCE WITH OLD SUB91VISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES ✓✓ NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. - C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 01 T� S _ 11.... Pay T.D.D. (Therrnalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) , —13. .Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the' Oroville Area Traffic Mitigation Fee Agreement. = *Payment to be made to the Planning Division. —15. All new residential buildings shall be'oonstruded to comply with'the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. - _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. ." X 17. Pay school impact mitigation fees. a X 18. A development impact fee for sheriff facilities shall be paid pursuant to the -provisions of Chapter 3, Article II of the ButtelCounty Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the, Ca Clean Air Act of 1988 as amended.' _ 20. ff any cultural resources are encountered during ground disturbing activities. all woric shallcease in the area of the findpending 'examination of the site by a professionai'arcftaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. - 22. —23. 1 24. . • _f 25. F '} 26. r, n AQ iN3Wd013A30 ONHI 3111'18 j0 A1Nf100 LD 6/98 r 6661 Z 0 dVW C13AI333H FORMS\BLDG PERMIT CLEARANCE , s , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1= CF -1R �_:Proj.ec.t..Tt1e.,_,4, , .,, .,:.. :3� BR=.r�Res�..-,��Sorenson, ... _ -�- .•t..�.-�.�Date:.,:-.....-02/-2�3=:/99.�- Project Address Q"" -Tri =Ty******* Butte County *v4.50* 04)q Documentation Author... Marty Runnells ******* Building P"e it Energy Calculation Services 1907 Mangrove Avenue, Suite D Pian Check Date Chico, CA 95926 916-894-8466 Field Check/ Date -Climate Zone:..-.....-.._. _11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence 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.... 2126 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 18.6 0 of floor area 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 Wall n/a R-13 R-n/a R-13 Roof n/a R-38 R-n/a R-38 Floor n/a R-19 R-n/a R-19 FENESTRATION- # of Interior Area U- Pan- Shading/ Orientation (sf) Value es Description Window Front (E) 65.0 0.520 2 Drapes.Std Window Front (E) 6.3 0.510 2 Drapes.Std Window Front (E) 10.0 0.510 2 Drapes.Std Door Front (E) 20.0 0.550 2 Drapes.Std Window Left (S) 50.0 0.520 2 Drapes.Std Door Left (S) 18.0 0.550 2 Drapes.Std Window Back (W) 105.0 0.520 2 Drapes.Std Window Back (W) 4.0 0.510 2 Drapes.Std Window Back (W) 45.0 0.520 2 Drapes.Std Window Back (W) 13.5 0.510 2 Drapes.Std Window Right (N) 58.0 0.520 2 Drapes.Std 0.059 FRONT, LEFT, BACK RIGHT 0.089 KNEE WALL, TO GARAGE 0.025 TO ATTIC 0.037 RAISED FLOOR Over - Exterior hang/ Framing Shading Fins Type None None VinylDiv None None VinylDiv None Yes VinylDiv None Yes Glz<50o None Yes Vinyl None Yes Wood None Yes Vinyl None _Yes Vinyl None None V,j-pyl None None&-Vli-nyl None �C Vinyl Q� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2= CF -1R Project Tit -,!-e ...:...... r 3 5 BR -A -Re's' - `'S`orensori � `- 'Date. MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence THERMAL MASS Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .60 EF 50 SPECIAL FEATURES/REMARKS 0 External Insulation R -value we Area" hickne Type Exposed (sf) (in) Location/Comments InteriorHorz Yes 32 1.0 ENTRY InteriorVert Yes 75 1.0 SHOWER ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas 0.800 AFUE Attic R-4.2 Setback AirCond 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .60 EF 50 SPECIAL FEATURES/REMARKS 0 External Insulation R -value we CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3. CF -1R Project ,Title. _3,,.BR r Res - Sorenson,,,,-,,,, -,'",7,.02-/23./99. .. Da e .., ...... t. MICROPAS4 v4.50 File -99037S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation_Servic Run -2126 SF 3 BR. Residence COMPLIANCE STATEMENT cer,tificate-of;;compliance.lists, -the ;building,:features—and.-performance i specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Wendell Sorenson Name.... Marty Runnells Company. Builder Company.•Energy Calculation Services Address. Address. 1907• Mangrove Avenue, Suite D Chico, CA 95926 Phone... 530 873-0940 Phone... 916-894-8466 License. Signed.. 1k` Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title. ........ 3 BR. Res - Sorenson Date.. 02/23/99 Projedt Address.:...:.: "Suriv ew ******* ." _ �. Documentation Author Climate Zone........ Compliance Method... Butte County *v4.50* ... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 it Building Permit if Plan Check Date Field Check/ Date ... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99037S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. we - 150(b): 150(b): Loose fill insulation manufacturers labeled R -Value. v *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). .00 - *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. `� 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 onl. N1 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. P/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: - a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2= MF -1R Proj ect..Tit•1.e.,.......::. �13..BR4: -,..Res SorensonV - Date-:....... � t 02-/,23°/!9 9- MICROPAS4 /2:3°/!99- MICROPAS4 v4.50 File -99037S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES - Design= • Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(1): Setback thermostat on all applicable heating systems. .� 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. v *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780-o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. WA 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1= C -2R Sorenson.., 02/23/99,t-.. Pro'ect Address Sunview ******* Butte County *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Dat Chico, CA 95926 916-894-8466 Field Check/ Dat Climate..Zone .. 11 ... , - - . .-.. . . ..t.,... , .. - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.09 11.52 1.57 Space Cooling.......... 13.89 15.11 -1.22 Water Heating.......... 11.44 10.99 0.45 Total 38.42 37.62 0.80 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 2126 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Raised Floor 1 21161 cf 2126 sf. 2126 sf 0 sf 18.6 0 of floor area 0.52 Btu/hr-sf-F 10 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 2126 21161 1.00 Yes Setback 7. Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2_ C -2R Project, Titl;e,. •.,. 3„.BR... Res a ..Sorenson•_ MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence OPAQUE SURFACES Area U-. Insul Act Solar -;,,-.Form .3-- • ��Location/ t Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 282 0.059 13 90 90 Yes WALL.R13.R5 FRONT 2 Wall 40 0.089 13 90 90 Yes None KNEE WALL 3 Wall 72 0.089 13 90 90 No None TO GARAGE 4 Wall 360 0.059 13 180 90 Yes WALL.R13.R5 LEFT 5 Wall 113 0.089 13 180 90 Yes None KNEE WALL 6 Wall 414 0.059 13 270 90 Yes WALL.R13.R5 BACK 7 Wall 320 0.059 13 0 90 Yes WALL.R13.R5 RIGHT 8 Wall 59 0.089 13 0 90 No None TO GARAGE 9 Roof 1586 0.025 38 n/a 0 Yes None TO ATTIC 10 Roof 605 0.025 38 90 29 Yes None TO ATTIC 11 Floor 2126 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 35.0 2 VinylDiv Slider 0.520 90 90 0.88 0.78 Drapes.Std 2 Window 6.3 2 VinylDiv Fixed 0.510 90 90 0.88 0.78 Drapes.Std 3 Window 10.0 2 VinylDiv Fixed 0.510 90 90 0.88 0.78 Drapes.Std 4 Door 20.0 2 Glz<50o Hinged 0.550 90 90 0.88 0.78 Drapes.Std 5 Window 30.0 2 VinylDiv Slider 0.520 90 90 0.88 0.78 Drapes.Std 6 Window 12.5 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std .7 Window 12.5 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 8 Window 25.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 9 Door 18.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 10 Window 25.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 11 Window 4.0 2 Vinyl Fixed 0.510 270 90 0.88 0.78 Drapes.Std 12 Window 55.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 13 Window 45.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 14 Window 13.5 2 Vinyl Fixed 0.510 270 90 0.88 0.78 Drapes.Std 15 Window 25.0 2 Vinyl Slider 0.520 270 90 0.88 0.78 Drapes.Std 16 Window 25.0 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std 17 Window 8.0 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std 18 Window 25.0 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- - Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 10.0 6.67 n/a 4.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 6.67 n/a 4.5 .67 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.5 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.5 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 25.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 0 COMPUTER METHOD SUMMARY Page 3= C -2R r .Proj.ect, T.iitl,e...... „ , 3..BR-: _.Res .- _Sorenson. Date.....:•-... 02./.23:/99. MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -FORM C -2R User##-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence OVERHANGS AND SIDE FINS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value HOUSE 1 InteriorHorz 2 InteriorVert 32 1.0 24.0 75 1.0 24.0 0.67 R-0.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Gas AirCond Location/Comments ENTRY SHOWER ENCLOSURES Duct Duct R -value Efficiency 0.800 AFUE Attic R-4.2 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas Standard 1 .60 SPECIAL FEATURES/REMARKS Tank External Size Insulation (gal) Overhang . . _ . Left Fin ` Right Fin— Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 9 Door 18.0 6.67 2.67 21 1 .4 .33 n/a n/a n/a .33 21 1 10 Window 25.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 4.0 2 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 55.0 5 n/a 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 25.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 25.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 8.0 2 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 25.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value HOUSE 1 InteriorHorz 2 InteriorVert 32 1.0 24.0 75 1.0 24.0 0.67 R-0.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Gas AirCond Location/Comments ENTRY SHOWER ENCLOSURES Duct Duct R -value Efficiency 0.800 AFUE Attic R-4.2 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas Standard 1 .60 SPECIAL FEATURES/REMARKS Tank External Size Insulation (gal) R -value 50 R-0 CONSTRUCTION ASSEMBLY - Page 1. 3R Pr.oiect, -.,fSorensoni,f,z 09/23•/99,.._ MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method _ -Re ferences,Name ;•:—,WALL:-Rl3-.•R5 Description .... Wall R-13 w/R-5 Rig. 16oc Type ........... Wall R -Value ......... 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco S 0.17 2. R 5.0 RIGID -M 5.00 5.00 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 .I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method _ -Re ferences,Name ;•:—,WALL:-Rl3-.•R5 Description .... Wall R-13 w/R-5 Rig. 16oc Type ........... Wall R -Value ......... 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 5.0 RIGID R-5.0 Insulated Sheathing 5.00 5.00 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 .I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.48 9.94 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 19.48 x 0.85) + (1 / 9.94 x 0.15) = 0.059 Btu/hr-sf-F Total R -Value: 1 / 0.059 = 17.03 hr-sf-F/Btu HVAC SIZING _ Heating Page 1_ HVAC .-,_,,Pro:j ect,,Title ..�.�:a:.. (Btuh) Opaque Conduction and Solar...... 9575 Project Address........ Sunview ******* 8244 5359 Glazing Solar .................... Butte County *v4.50* 10080 Infiltration ..................... 12036 Documentation Author... Marty Runnells ******* Building Permit 2100 Ducts ............................ Energy Calculation Services 2745 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date . s.:Cldmate..,,Zone.. 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards byEnercomp, Inc. MICROPAS4 v4.50 File -990375 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2126 SF 3 BR. Residence 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....... 2126 sf 21161 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 90 deg (E) Sensible Load .................... 32841 30196 Latent Load ..................... n/a 6039 Minimum Total Load 32841 36235 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 9575 4971 Glazing Conduction ............... 8244 5359 Glazing Solar .................... n/a 10080 Infiltration ..................... 12036 4942 Internal Gain .................... n/a 2100 Ducts ............................ 2986 2745 Sensible Load .................... 32841 30196 Latent Load ..................... n/a 6039 Minimum Total Load 32841 36235 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. SPA O-� `- COUNTY OF BUTTE- DEPARTM N OF EVELOPME SERVICES�ILDINGIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541��_Ol�� IT r. (Rev. 2`/96) " APPLICATION AND PERMIT ASSESSOR PARCEL NUMSER ZO""r'''O BUILDING PERMIT OWNER n , Ear • ^ _ In ( P 1 TELnM°NE G.� SO. Fr. OCC. BUILDING VALUATION OWNER'S MAULING ADDRESS/.� - U w -3 L 9 .O O Gft-no CONTRACTOR'S NAME TELEPHONE U .D O O CONTRACTOR'S MALI ADDRESSL4QD CONSTRUCTION LENDER /") /�-y/y� t/tA � 1/1 �(/j 1 l,� ��J�/�� Flr@ lace LENDER'S MAILING ADDRESS Total Valuation 1302.1 ARCMRECr OR ENGINEEROLICENSE NO. Flin' Fee $ 2 O.O C Permit Fee 551V O $ r ARCWTECT OR ENGNEER S MAJUNG ADDRESS Plan Checkin Fee v. _ ! BU1LD7ADDRESS f .In �/9 Energy Plan Checking Fee $ Z�j, OD PERMIT FEE ! Z 8 - 5" LOTNO. SUISONISDN'SHAME FUEL YAP PLUMBING PERMIT Fling Fee 20.00 Each Trapft t' 1331 7.00 .00 USEOFSTRUCTURE SF Duplex O Mobilehome O Other SPECIFY Solar or heat pump water heater 23.00 Water pf Ing 15.00 15,00 Each gas water heater or Y-eicit 15.00 1 iJ, DO TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ S Describe Work: � :3Com_ Gas piping system 1 - 5 outlets 4 1 15.00 1S.00 Building sewer 15.00 I S .0D Mobile Home S G W @20.00 PERMIT FEE ! ,d ELECTRICAL PERMIT Filing Fee 20.00 OOW OSS Main Service zooA ORR LELE93 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 em 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 sectlons need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or teas.) ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person In any manner so as to become subject to workers' • compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section .3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0• deep and demolition or construction of structures over 3 stories In he Main Service 200A TO IOWA 46.00 NEW CONST.owELtING OCCUP. 3.5¢Fo. OR ADONS. 8 ACC. SLDS. NEW OUTLET NOWRESIO. MVLTFCIRCUITS @7.50 POWER APPARATUS w 6 SGLE OUTLET CIA 20 1.00 EX. Occup. OUTLET OR FIXTURES a.SO rucEO APPLNs. OR 5.00 Ex. Occup. oLnLETs E910. EA Temporary Service 23.00 23A0b Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE ! MECHANICAL PERMIT Filing Fee 20.00 Heating n �5.Oa Cooling 2,5•0D �-T� Hood 8.50 I�7V Ventilation 1- PERMIT FES ! Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ j. �s MAz. D. FEES n000 Cor Po No asuf' — This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Gera Receipt No. wwrE•0.0.3.-9.0. CANARY. SSESSOR K -INSPECTOR GOLOENROO-APPLICANT 1A :, , � , �!-� � +,Ri�.*rFl,;"�'�!'*�L-'_ttf� �,,'�€'r�T3`�+�irW'�`�:^rP:i",%�:•77+�"'i�:;�%Y�i•L`�r��y'c�irrj..�n��+�,�M�`.'1'�74��'W7'^�i�',lfi:.�'.��r . �' 1 i - -,ti4 •ti tel, '� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: VUei dp d �i �a'1�C�Yl ASSESSOR PARCEL NUMBER: Proposed Building Use::51F 3 b rpoirl Building Inspector: Data: Z-3'-9'3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------- 03. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9_Varf6actured Home data and installaiion instructions including Tie Down Specifications.--------- & O. Fees of $ J��' , (S U ---------------------------------------------------------------------------- Impact fees as shown on the attac W, California Department of Forests 1:113. Flood elevation certificate. ------- Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. -- Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- . Planning approval for (A) Use: (B) Parking: - 8 ontact Land Development about Improvements, ❑ Drainage, Legal Parcel. 9. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- El 23. tuner -Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------------------------- ❑ 4 tter of signature authorization. -------------------------------------------------------------------------------- ..Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 0 29. 043 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the jermit, rocess as follows 11Mail to owner, ❑Mail to contractor. *elephone �"~ and hold for pickup at officeiver with inspector. Applican : D • C�— Copy of Haz-Mat form sent 13Health Department, 13 Fire Department, 131, Mr Pol/ P vto2a te: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: V Date: By: 1. Index permit application for the above items numbered: A5A/16j4 b ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. <Ir k •. 'v; ,i. fr+.:�.�-.;,-� 3yRi:-•x... .ter,. r � r' a �� "..i4': fit. ;+' ti: ;•ui.�.. -'�. w 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 We.-nJeAl 'Spre'nGoA.P. # "f I �OU0^00 P71. D ILDING USE S J b� ��� DATE REC # DATE REC BUILDING PERMIT FEES U -- Balance Due ......... ..... $ . , -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ r,- -- Revised Plan Checking Fee ........ $ 2. SCHOOL DISTRICT FEES umo'(\ (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........_x $360.00 = $ (p� 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 $425.00 (paid at Building Division) V 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) ----------------- 22 4 i Z —`j C18 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the 6 t process. DATE (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541vl 1 � ER NO. (Rev. 12/96) APPLICATION AND PERMIT "/ ASSESSOR PARCEL NUMBER 41-660-003 ZONING PUD BUILDING PERMIT OWNER$� WENDELL SORENSON —TE EP 3 oNE 1858 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 4209 CONTRACTOR'S NAME WENDELL SORENSON TELEPHONE CONTRACTOR'S MAILING ADDRESS PO BOX 4209 CONSTRUCTION LENDER UTTE COMMUNITY BANK _ Fireplace LENDER'S MAILING ADDRESS ' FOREST AVE, CHICO Total valuation $ ARCHITECT OR ENGINEER BOB METZGER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADORES Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME M OAKS ESTATES PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New X] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE. FAMILY 3 BEDROOM Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 0V OR LESS Main Service 20 AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION . I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ' in full force and effect. -1 License Class LIC. NO. 6 / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Ias owner of the property, am exclusively contracting with licensed contractors io construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( a ACC. BLOS. so 3.5QFT; NON-RESND. NEW COST. MULCH CIRCUITS IRCO @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET oRFDcruRE zo@1.00 BAL .50 Ex. Occup. OUTELEis REESSIp.OEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'ico_mle�n��a�tio���n ins ce c ri r and policy number are: Carrier ITC)l010� \ /'A--7 Policy Number JA)M �, lq o� (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall th comp) it h those provi '� to�_ -- Ahure A pllcant - OwnerIVAContractor ❑ Agent OSHA p it is require for excav Ions over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation i PERMIT FEE S Mobile Home installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ i HAZ. D. FEE IMP I FLOOD I COF PARCEL Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 163553CH' Rerurn ter , Building Division � I'— n AGRICULTURAL ST-\TE\IENT OF \CKNON%'1-EDGEiN1ENTllll�lllll'I�IIIIIIIIII'IIIIIIIIOI FOR RESIDENTIAL DEVELOP^1ENT 1 998-01m 1 9 1 82 Section 26-8.1 of the Butte County Code requires this Recorded acknowledgement be recorded prior to issuance of a building Official Records c p,rmi t. CoButz Of CANDACE J. GRUBBS REC FEE 16.180 CONFORM .00 The property described bercin is adjacent to land or included i within an area. zoned for agricultural purposes, and residents I Vickie of this 'property may be subject to inconveniences or 01:11PM 12 -May -1998 I Page 1 of 4 discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, .and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smokc, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. - All that real property situate in the County of Butte, State of California, described as follows: 05 SEE LEGAL DESCRIPTION ATTACHED Date: 5-12-98PR PER _ O R WENDELL SORENSON OKELLYHIS ATTORNEY TN FACT State of California County of�>,'�SZ On ej- -q� before me, personally appeared 1 \ k -A 1---u6 yr - J �a�is r`y-e i�ler3cc) to be the persono whose name is/ e personally known to me (or subscribed to the within instrument and acknowledged to me that he�he�, they executed the same in his/their authorized capacit i er ), and that by his their signature on the instrument, the ', or the entity upon behalf of which the person( acted, executed the instrument. WITNESS my hand and official seal. •• `'"• CHERT HOVEY O ` Comm. #1159283 II� NOTARY PUBLIC CALIFORNIA ' ) BUTTE COUNTY O "Signature ` \y� Seal: My Comm. Expires Oct. 20, 2001 ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) EXHIBIT INA" ORDER NO. BU -163553-2 CH THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH.MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL II: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONR EVOCABLE AND ALSO BEING TRANSFERABLE BY 'THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION. 19, TOWNSHIP 21 NORTH; RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF CONTINUED ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) PARCEL III: CONTINUED ORDER NO: BU -163553-2 CH BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00 DEG. 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG. 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00 DEG. 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA,'DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF CONTINUED ALTA OWNERS POLICY (REGIONAL.EXCEPTIONS) PARCEL, -IV: CONTINUED ORDER NO. BU -163553-2 CH BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 19" EAST, 187.07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57" EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S)25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE�HEREIN DESCRIBED CENTERLINE. is i, t z 163553CH Return it): AGRICL'LTUR•\L STATEMENT OF \CI,�NON%'I.8II lSfNTof Document Recorded Building DiVision FOR RESIDENTIAL DEVELOI IIEn2-May-1998 1998-0019182 Sectiou 26-3.1 of the Butte County Code requires this Has not been compared with acknowledgement be recorded prior to issuance of a building original pemut. Butte COUNTY RECORDER The property'described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this 'property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, :and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smokc, noise, and odor. Butte County bas established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property sbould be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED Date: 5-12-98 PR PER _ 0 7, 1 au Wd, 45=� WFM= SORENSON KELLY S'.'NSON, HIS ATTORNEY State of California County of k -N&k On CNS before me, personally appeared V 1 \J_A a)X'V.'t i-JJ3 'y'T' personally known to me (or prived-W MR on Ila- e) to be the pees n whose name is/ c subscribed to the within instrument and acknowledged to me that he h&hey executed the same in his/ er their authorized cap acit i ), and that by his er their si ature on the irutrument, the p�[Snn(,�', or the entity upon behalf of which the person( acted, executed the instrument. WITNESS my hand and official seal. "• CHERI HOVEY O Comm. #1159283 t� C/R NOTARY PUBLIC CALIFORNIA 0 v BUTTE COUNTY Signature \y $eal: My Comm. ExpiresOcL 20, 2001 ALTA OWNERS POLICY ORDER NO. BU -163553-2 CH (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL II: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY 'THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH; RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF CONTINUED ALTA OWNERS POLICY ORDER NO: BU -163553-2 CH (REGIONAL EXCEPTIONS) PARCEL III: CONTINUED BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00 DEG. 00' 00". WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG. 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00 DEG. 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF CONTINUED ALTA OWNERS POLICY (REGIONAL EXCEPTIONS) PARCEL IV: CONTIVUED ORDER NO. BU -163553-2 CH BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 1911 EAST, 187.07 FEET; THENCE NORTH 3.3 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57" EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH. 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. CAPREALIAN ENGINEERING P.O. Box 341 Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATIONS. FOR: SORENSON HOUSE STRUCTURAL CRITERIA: Seismic Zone 3 .Basic Wind Speed - 7 rm. p.h. (Example B. Method Concrete fc - 6 e p.s.i. Reinforcing.Steel " Grade yC.) Masonry: Grade . Solid Crouted yes/no fm - p.e.t. Structural Steel: Grade Yield: k.s.i. REFERENCES: 1. 1994 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. Structural Engineering Handbook; -Gaylord & Gaylord, 2nd. Ed. .MAR 19 09 QS' DATE: 124"w ( ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor _ ALT. - Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TR1B. - Tributary 0 JOB SHEET NO. _ OF CAPREALIAN ENGINEERING LtDATE MAR 1 8 9v P. 0. Box 341 CALCULATED BY CHICO, CALIFORNIA 95927 CHECKED BY DATE (916) 891-6886 SCALE .._... _. ...... .............._ ... ............ ... ... ......------_........._....._...-- ' ASSUMPTIONS AND DESIGN DATA Type of Structure Roof Pitch 16IZ Loads in ��/ f t2 Dead Load Total D.L. Live Load TOTAL Roof: !G 3r i,s= M-3 Tkss<f 1st Floor: S�eo`K 3.� ,... 9� Iy 3'O 2nd Floor: Iwtssla4� MICWL-L AWN Cz Balconies/ &AP�AR�s49 Decks: 1� JVVL � Walls:�..�zu // /S� - /,g 1�0F Cptl� F/y DATE; 12-31. 7• Other. Wind Zone m.p.h. Max. Ht. ft. Ce= 0,73 C 9.3 qs= g� I= f Wind Pressure (example B, method 2)=/3,8 s.f. Earthquake Loading= ZIC �1= ./f GThere Z= C = 2,��� W=Weight of building causing force in member Basic Soil Pressure /S'60 #/ft2 + / S'U #/ft2/ft depth below l' beneath original ground or finish graa— Passive lateral earth pressure= p.s.f./ft of depth .Active lateral earth pressure = p.s.f:/ft of depth. Equivalent fluid density= .#/ft. (Min. Density = 30 #/ft2) Skin friction= (but not more than .5 x D.L.) Evv,p, , — i z�7uy. — -._... ....... .... ....._... ..._.ter.. _ ........... . n 'a r •0i T V a I u •i•• /� • ' � Ili � : � • � 17- it- `.� 'I1 �In < FIs. , i r , 12 -74 1.01 AA r4 SS1 .. 11� .� a � U • .ai,+.fl `�.+ .. ' •t V ; t� _R�y � �i!.�_=�.�' _ _.'-�'.'._• ' ._ ..—..:_.5w l —� cT r IF I- Frl rJ17Tt.-7 74 f ..1 LL -:-III Of EXP DATE ' n. r �� sW 3 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB''" SHEET N6-,- OF - MAR 18 1 .99 CALCULATED BY' DATE CHECKEDBY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. � OF MAR � CALCULATED BY +�-`^� DATE d CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. J OF MAR 1 8 �c CALCULATED BY! �L DATE CHECKED BY DATE SCALE CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. � OF CALCULATED By � � f MAR DATE CHECKED BY DATE SCALE i i i it �{�, �•'. ' LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 March 10, 1999 Wendell Sorenson P.O. Box 4209 Chico, CA. 95927 Assessor Parcel Number: 041-660-003 Building Permit Number: 99-0409 The above referenced revised building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Therefore, you need to apply for a refund on this parcel and re -apply on the correct parcel. 1. Provide foundation design per the geotechnical report for Lime Saddle Ridge Estates per your parcel map. 2. Provide a beam on your plans to support truss T13 across the laundry room. 3. Provide lateral design by an architect or engineer. Have all requirements put on 2 sets of plans and have them stamped and signed by the engineer or architect. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Plans Examiner E 7 Stairway details: loadings, rise and run, bead clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). . Exterior plaster - weep screeds (Section 2506). . Proper roof pitch for roof covering (Section ISO 1). Roof covering type - (fire hazard)...:: Foam insulation - protection. 36" halls and stairways. Living area over garage -complete I-hoi r'separation required ori gafage side including supportiang walls sad posts. B- Two exits on three - story dwellings (Section 1003). lv Underfloor access and ventilation (Section 2317.7). 7 w 3r Attic access and ventilation (Section 1 SOS). Combustion air for fuel burning appliances -L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible arra requirements. J July 1996 3.3 Y RESIDENTIAL_ PLAN CHECKING .GUIDE bLNULL rAMJLY, VUYLbA AND MISCELLANEOUS ONLY OWNER: BUILDINGPERMUNUM PL, -0 4); PLAN CHECKER: -2j,.5, 1O -.NUMBER" AP g n9uir�eats: (side yards and number of permitted traits rValuation. - .)'signed by designer.r description of work on applicationn violations on ro g p perty tems on data Fees, Environmental sheet, (Impact Health, Developer Fees, etc.)." Recorded notice of violation FLOT PLAM Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. +- Flood hazard Special conditions on creation map (Noise, SRA., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & FAS. road setback: Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section*2406)., Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 'Location of water heaters, Beating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3V exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. 'rJ—VW► P ♦ T T11 .— ♦ TT n n Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon 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. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to constrict building. Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? II n July 1996 3.2 II BUILDING PERMIT SITE PLAN CHECKLIST APN: 041- (-GO- bo3 Building Permit No.: C3Q - AI Proposed Use: SFD WMH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑ Other: Zone District: PUD General Plan: ACG _ kr_:fi The Proposed Use Is: ; Permitted: ✓ Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: I Parcel Created By Map? No: Yes: W'/ Book/Page 35 I -A a rz- Map Conditions? No: Yes:See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front A A Side 30' S Side, street Rear Height Parcel in Land Conservation Agreement? No: ✓ Yes: , Check Use Parcel in North Chico Specific Plan? No: ✓ Yes: , Check NCSP Zoning Parcel in Floodplain? No: ✓ Yes: , Zone: Panel No.: Parcel in Enterprise Zone? No: ✓ Yes: , Check Use r` Commercial/Industrial/Multi-family Uses " Parking Requirements: OK as shown Other: Landscaping Requirements: OK as shown Other Reviewed By: N5 Date: 1 ks ej'rye . ➢ OV CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISIONr = , UNLESS OTHERWISE NOTED. _1. Submit a plan of the existing on-site mature trees, located in the proposed for -building and driveway area prior to grading or`, vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a , trunk measuring 4 inches in diameter; 4 feet from ground level. Mature trees removed shall be replaced°by planting _ 't replacement trees of equaYnumber'and not less than gallon size. 1 _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to retained as art of the. ro'ec shall be full protected throw the use of root rotection zones Z . During'construction; P P J � Y P � P ice;) RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk`to the,, dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed 4Thes� '' RPZs shall be maintained after the,coinpletion of construction in order to continue to protect the oak trees, but the fencing sliall be removed. s �3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at;" ' least 16" above'•the ground and the uppen 48 rstrand shall be no higher tha" above the ground _4. 'Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500.IP :. _5. Prior to any clearing, grading and/or. construction in a Federal or State identified 100 year floodplain and/or streambed'the :c,ro.* following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Ariny Corps I. �r 404 permit or exemption certificate. -7 1 .wig--::3"� -~. •x� .�, 6. . Pay the,current West Chico Fire Station Fee of ' $75. 7. Pay water tender fees in the amount of. $200 to Battalion Number of the Butte County Fire Department. r•, ``.F 8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire. %Z4" -Protection Association Standard fer the installation of sprinkler systems in one and two family dwellings and mobile homes, "-4. ' NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel: 9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 10. *A traffic mitigation fee for each new or 'additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville 'Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. �2 R�C-4011 W le S Gj" 5 o ►ril0'k" 13. !�-WivrAlioNS mvsT mr! 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