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069-530-011
•�W. M wax a ,�� ,j Vo., 069-530-011 PERMIT#98-2872 HORN, Steven H. 59 Oman Dr., Oroville /' 0 ��� Cont: Better Builders �1 New Single Family I(��19 069-530-011 99-0809 HORN, Steven H. 59 Oman Drive, Orovillet Contr: Better Builders D Addtional sq.R.BP# 98-2872 I 5l 069-530-011 99-1492 HORN, Steve 59 Oman Drive, Oroville Contr: Perfection Pools New Pri Swimming Pool (to be mastered) f 8 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION J7,Cou6ty Cerner Drive • Oroville, California 95965 •Telephone (530) 538-754 PERMIT No. (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 069-530-011 ZONING BITILDINGPERMIT OWNER . STEVE HORN TELEPHONE SO. FT. OCC. BUILDING VALUATION CON_TR 27,000 • OWNER'S MAIUNG ADDRESS P.O. BOX 5824, OROVILLE 95966 CONTRACTOR'S NAME PERFECTION POOLS TELEPHONE 895-0437 5928CCONTRACTORS MAILING ADDRESS 7 EAST 20TH STREET, CHICO 95928- CONSTRUCTION ONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 265.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 172.25 BUILDINGADDRESS 59 OMAN DRIVE,OROVILLE . Energy Plan Checking Fee $ $ PERMIT FEE 457.2 S LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRIVATE SWIMMING POOL SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15. 00 Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TO BE MASTERED. #500-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200AOR.. 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 r,3 Lic. No. S-4 G G S 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 ADDNS. 8 ACC. BLD S. SO 3.50FT. EW NON-REs DT MULTI-ourLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. �(, OCCU OUTLET OR FIXTURES 20 @''O0 BAL Ex. Occup. DUTLETS AESIo °Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL FIECTRIC 10-00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I 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'C:QL nsa©n�uygnce carrier and policy number are: Carrier (�f Policy Number 171 L 4 'L G ! S (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 wor ers' compe sation provisions of section 3700 of the Labor Code, I shall fo wit com y ith those provisions. X Date 7// Signature of Applicant - ❑ Owner ❑ Contractor WAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 57Z 775- TOTAL FEE $ HAZ. D. FEES I FLOOD CDF PAEL d�c PD ' SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By v PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 7/15/99 7/15/2000 Date ReceiptNo. 732897/15/2000 2.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF Bt1TTE-tiDEPARTMENT OF DEVELGPMENT SERVICES - BUILDING DIVISION 1 y;- County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 q9 P-RMIT N . (Rev. 12/96) APPLICATION AND -PERMIT /_7 ASSESSOR PARCEL NUMBER q a��-© ZONING ' BUILDING PERMIT OWNER TELEPHONE SO, FT OCC. BUILDING VALUATION .OWN 5 MAID DRESS � /f � / ( �v ( � � �`(7 •TquEPHbNE O OS_F �l q S M TORAILING ADO S --.-n - ,^ GE,N`DER a`YY1� W CONSTRUCTION LENDER\( Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1 S ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESs Y Energy Plan Checking Fee $ $ Y Li' PERMIT FEE $ �. LAT NO. SUBONIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome O Otherf l 1 1 pl'1 SPECIFY I Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition O Remodel ❑ Utilities O Installation ❑ Other ❑ Describe Work: - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ _,q00 ELECTRICAL PERMIT Fee 20.00 OR LESSFling Main Service zo A OR LESS 23.00 --- r� Ll .. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s, OR ADDNS. ( 6 ACC. BLDS. 3.5Q NEW CONST. MULTI.OUTLET NON•RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET C'M OUTLET OR FIXTURES 20 ®1.00 EX. OCCU eAt_ O .w Ex. Occup. pL MD, A" gM.°EEA 5.00 Service 23.00 —Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOT FEE $ .,PS_ HAZ. I D. FEES IMP FLOOD CDF I pqR pp 1 H° ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON re 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: r rl ASSESSOR PARCEL ER:V q -sO Proposed Building Use: 900 Building Inspector: Date: At time of permit applica 'on, I was advised the following data must be submitted prior to permit pivcdssing and/or issuance: � Date Received By 5 I . All items have been submitted.------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- f ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. -----------------❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- P13. Flood elevation certificate. ---------------------------------------------------------------------------------------- /V 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- l'. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1 ,i ❑20. Pre-inspectionfor required. Request to Building Inspector on -❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------- ,------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. other: ------- (Date) en you issu � t rrg cess as follows ❑ Mail to owner, Mail tq c ntractor. uTelephone �ll5r / and hold for pickup at MJF ��/office. 11Deliver with inspector. 7 /ppphcan� • ��G�.�.'l.L�tii Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildmi i nion counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, C1 mail, ❑ Buil ivision counter, by D f Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. NOTES ; RESIDENTIAL 069-530-0111 99-1492 PERMIT NO. HORN, Steve 59 Oman Drive, Oroville Contr: Perfection Pools New Pri Swimming Pool (to be mastered) 7 1s-a�0 X0127! k4oy L' -ct r-o� wo�� 47-0 7-0 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ,t JOB FINALED (Date) Signature CHECKED BY x T f RESIDENTIAL 069-530-0111 99-1492 PERMIT NO. HORN, Steve 59 Oman Drive, Oroville Contr: Perfection Pools New Pri Swimming Pool (to be mastered) 7 1s-a�0 X0127! k4oy L' -ct r-o� wo�� 47-0 7-0 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ,t JOB FINALED (Date) Signature CHECKED BY ,/ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (%c Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date , Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htc; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access t 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s t 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI -4 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels -Motors -Meth. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. 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 t0. Sits Proper Materials & Anchors /1. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 13. Draft Stop in Walls (rat proof) f4. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing I ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. 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-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. 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 -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive Q Yes Q No/Walks Q Yes G No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK 0 = Not OK - =Not Applicable . MOBILE HOMES * = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 9. Siding; Nailing -Veneer -Stucco -Mesh 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. Braced Wall Panels 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Date 7. Well Clearance & Disconnect Card B-1 Date Card B-1 8. Utility Clearance te"Sejj)acks-Easements fe'Soils;,Compaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead Men -Lining Date lec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 9. Health Department Approval 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 99� Card B-1 %ir,Q Date Card B-1 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 Onlv; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s te"Sejj)acks-Easements fe'Soils;,Compaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead Men -Lining lec.; Receptacles and Lighting, Distance-GFI ec.; Pool Lighting; 15 Volts-GFIt 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1212- c'.% Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval umb.; Cir. Test -Water Supply Test iX 1. Light Niche Date Card B-1 Date Card B-1 Daty,�//y 99� Card B-1 %ir,Q Date Card B-1 ir'b 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 r OMINER PERMIT N0. A routine, inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date � Inspector —'L�0— .-- REV 10/9• RE: Attached Building Permit Dear Permittee: 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 BEAUTY Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the -card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupai-:;cy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. U_non completion of the work covered by this permit, please contact this office for final inspection. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. 4Micae_1Ck._Vi_�eira, C.B.O. MCV:ahb Manager, Building Inspection Attachments � „ COUNTY OF BUTTE - DEPARTMENT OF DE:'yVELO'41►PMENT SERVICES - BUILDING DIVISION „K7County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ?E� �O. (Rev. 12/96) APPLICATION AND PERMIT . ASSESSOR PARCEL NUMBER i` b 5 11 ZONING BUILDINGPERMIT els OWNERSTEVE HORN TELEPHONE SO. FT. OCC. BUILDING VALUATION f .OWNERS MAIUNG ADDRESS P.O. BOX 5824, OROVILLE 95966 CON•t'R 27 ,000 CONTRACTOR'S NAME PERFEMON POOLS TELEPHONE 895-0437 CONTRACTORS MAILING ADDRESS 897EAST 20THSTREET, CEM 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 265.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 172.25 BUILDING ADDRESS 59 MAN DRIVE, OROVILLE Energy Plan Checking Fee $ $4.5741 PERMIT FEE t � LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRIVATE SWIMI✓iING POOL SPECIFY Solar or heat pump water heater 23.00 ,�� Water piping 15.00 J' Each gas water heater or vent 15.00 TYPE OF WORK New 0't Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TO BE MASTERED. *500-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ IS no ELECTRICAL PERMIT Filing Fee 20.00 Main Service '..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class C -- r3 Lic. No. ,Sri. 4 4 S � OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project, ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Cade, for the performance of the work for which this permit is issued. 1 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 insur nce carrier and policy number are: Carrier C�;11 �r�l<i ) Policy Number 4717 / q 2.. / / 6` (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. .9r Date / Signature of Applicant - ❑ Owner ❑ Contractor S)Agent d 110 An OSHA permit is required for excavations over 60" deep and demolition or construction ures over 3 stories in height. Main Service 2opA To 46.00 CCU000A NEW CONST. DWElLNG OCCUP. SO OR ADDNS. ( 8 ACC. BLD S. 3.50FT. NEW NON-R61DT muLT oc,UgcET @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES zo @ 1.00 akL p .50 Ex. Occup. pUT,EED7g alp,OERp 5.00 PPM.) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 MOL E1,EC'l'RTC 30,00 PERMIT FEE $ �� "�� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. p. FEES IMP n FLOOD CDF PARCEL x. PD HD A S d;UE A This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B f,jff yni�,2, y (/;' PERMIT EXPIRESOND.S.-B.D. the applicable provisions Resolutions to do work been paid. ' Date 7/15/99 7/15/2004 (Da to) r 7Gci�/ y�:Yi1 tReceipto. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BEAUTY OU1LUINU UIVI,IUN DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-1492 Expiration Date: 7-15-00 . A.P. # 069-530-011 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ �] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the- office. heoffice. Thank you for your prompt attention concerning this matter. Y9,yrs very truly, C. Vi6ira, C.B.O. Building Inspection MCV:lt Attachments CC: PERFECTION POOLS Chico Office - 411 Main Street, Chico / 891-2751 NOTES RESIDENTIAL t. .1 069-530-011 - 99-0809 PERMIT N0. HORN, Steven H. 59 Oman Drive, Oroville Contr: Better Builders Addtional sq.ft.BP# 98-2872 t 11 SPECIAL CONDITIONS -11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ: SPECIAL INSPECTION, IT EMS VERIFY USE PERMIT CONDITIONS a SUB -STANDARD HOUSING LETTER IbJ4 % 2fi 1 JOB FINALED (Date) Mq Ci Ci Signature CHECKED BY J = OK 0 = Not OK - = Not Applicable " =Not Ready RESIDENTIAL (; � Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral p Yes Q No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 4. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 39. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Comments at Final: 4:. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 4t. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-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-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld./Drive Q Yes ] NoMalks U Yes '] No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK 0 = NOCK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cent. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date, DECI(S, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses _ 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 iL COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PERMIT (Rev.1 -96) "' - APPLICATION AN,D�PERMIT - C/ ASSESSOR PARCEL NUMBER 069-530-011 R1 ZONING BUffbINGPERMIT OWNER HORN, STEVEN H. TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS BOX 5824, OROVILLE, CA 95965 2970.00P.O. C 4108.00 CONTRACTOR'S NAME BETTER BUILDERS TEL��10NE2574 E2574 TW CONTRACTOR5 MAILING ADOR S ROYAL OAKS DR., OROVILLE 95966 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 7078.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 64.35 BUILDING ADDRESS 59 OMAN DRIVE OROVILLE Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 206.35 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF go 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 YA Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITIONAL SQUARE FOOTAGE ON BP#98-2872 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WE @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fullforand effect. ^ ` License Class N �AC 3,2 3 LIC. NO. Al e( 2 7 OWNR -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 f i t rTc 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 forth ith comply with those provisions. X Date .S ai D - ?19 Signatur of A ficant - ❑ Owner ❑ Contractor ❑ Agent An OSHA ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories iq height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. a ACC. S. 3.50H. RNEW OESID ' MULTI -OUTLET @7.50 a PSINGOC".OWERIE APPARATUTLETUS 0 Ex. Occup. OUTLET OR FD=RES � @ 1.00 .50 Ex. Occup. O.ED R6 DD °& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 274.25 HAZ. D. FEES I� FLOO CDF PARC PD D su This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for have been By Date PERMIT EXPIRES ON� provisions to do work paid. / /O( ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PrMIT NO. (Rev.h/96) L APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0( - ^ ZONING BUILDING PERMIT' ' "NAR l .�� r� \, TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER UNG KESS ` /�� v � tLe Or COM 0 TELEPHONE 5 -aSy1 CONTRACTOR NG D 3 A SS A �l-- 00V t Gi CONSTRUCTIONLENDER If LENDER'S MAILING ADDRESS Fireplace Total Valuation $I# Zir ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee 3s $ BUILDINGADDRESS jn f Energy Plan Checking Fee $ ,3 • BO PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 SF Duplex ❑ USEOFSTRUCTURE Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service '. noaLEss 23.00 Al� oD , llL O`er ' /��0\✓ Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SiT. OR ADDNS. ( 8 ACC3.50 . BLDS. W CEOSND. M,ci;ZcE@7.50 POWER APPARATUS & SINGLE OUTLET CI R. Ex. Occup. OUTLET OR FIXTURES 20@ 1.00 aAL @ .50 Ex. Occup. OFIU XIS PL.I ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection IFeeo7 7 - $ pQ cO7'jV TOTAL FEE $ J D. FEESI FL CD p L HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ate Receipt No. WHITE-D.D.S.-8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION i. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95§65 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: Mr rt, ASSESSOR PARC ER: Proposed Building Use: L2d dl I sr Building Inspector: Date: G �= At time of permit application, I as advised the following data must be submitted prior to permd perm'proWessiAg a d/or issuance: Date Received By /1.All items have been submitted.------------------------------------------------------------------------------------- 02. 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. 117. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- 9. ufactured Home data and installation *C tions including Tie Down Specifications.------------------ Feesof $ ----------------------------------------------------------- --------- Impact fees as shown on the attached schedule.- ----------- ------------------ ------------_ __________ rN 2. California Department of Forestry plan approvaUfee . _____ OD _______� �_____ 1113. Flood elevation certificate.---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit.---------------------------------------- 1116. -------------------------------------- ❑16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner-Builder ---------------------------------------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - _______________________________ ❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. 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.--------------------------------------------------------------- 0/2�. 043 A, ❑Grant Deed, ElM.H. u 3 0. Other: t0Ao4*--2n : Q.Q.t/ ❑ Check to H.C.D $ (Date) en you issue the permit process as follows ❑ Mail to owner, ❑Mail to tractor. Telephone c� • �S 7 y and hold for pickup at O f�V, ` office. ❑ Deliver with inspector. Applicant: Date: G/'o"�� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Mae: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme t, ❑ Othe Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divis counter, by Date: Plans reviewed by: Date: Plans approved by: Date: S Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Qt! Date:. (, s BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District'/v' o r- 5 Building Department No. A.P. Number (2 63 Jurisdiction: City County. Property Owner i �_��;� • - r '` Property Location/Address Subdivision Lot No. .......... ..................................................... ............................................... q .., Residential Development S . Footage No of Living Mobile Home Addition/ •Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ..................................................................................... . Commercial/Industrial J Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date ' moor mans reviewed oy scnooi uistnct i ersonnen District Identification No.9�/� (_ �ClG97lP� School District certifies that � z (Applicant). .(Street Address) (Phone Number) (City) (State) y� (Zip Code) has complied with the requirements of Resolution No. % �—�O —�� by payment of $ 116r0, /.S— representing square feet. AB 292fi $ FULL MITI(iATtON $ -2 School 6istrict Representative 12r Date V, Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis I10/98)dmm 1 April 27,1999 Better Builders 5253 Royal Oaks Drive Oroville, CA. 95966 Assessor Parcel Number: 069-530-011 Building Permit Number: 98-0809 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide two copies of a new truss layout for new truss package..l�ti�o'r� O-�J Provide two copies of new energy calculations due to revised window sizes and new square footage of house. Provide calculations for the new glu-lam size at the rear porch. The original calculations called for a larger beam. Gt�oL f'wt Provide calculations for a beam size over the 13 foot arched opening which sfupports the roof, wall, and floor. This was overlooked on the original plan check. You indicate 117/8 600 series on sheet 5 of the new plans. What are these? Z U7— There TThere will be a revised plan check fee for original plan check of $46.00 Permit fees have been revised due to the enlarged patio and energy plan check and inspection. The balance of fees is $143.25. I am enclosing the school district form. ._ 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 CERTIFIQATE OF COMPLIANCE: RESIDENTIAL Conditioned Floor Area..... Page 1 CF -1R Project Title.......... Horn Residence Single Date .. 05/12/99 Project Address........ Oman Drive ******* --------------------- Oroville, CA *v4.51* ; _ r'F- (2 L©� Documentation Author... Steve Nelson ******* ; Building Permit # Steve Nelsons 2 1 Hall Drive Raised ; Plan Check / Date ' Oroville, CA 95966 13.4 % of floor area 916-589-3585 0.6 Btu/hr-sf-F ' Field Check/ Date ' Climate Zone........... BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -HORN _A Wth-CTZ11S92 ------------------------- Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run ------------------------------------------------------------------ -Typical House GENERAL INFORMATION FENESTRATION i# of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- ----- ----- ------------------------------ ------------- Window Front (W) 25.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (W) 7.0 0.570 2 None None Yes Vinyl Window Front (W) 7.0 0.570 2 None None Yes Vinyl Window Front (W) 25.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (NW) 12.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (W) 12.0 0.570 2 Drapes. Std ,t� P ee Yes Vinyl Window Right (SW) 12.0 0.600 2 Drapes.Std U�4L Yes Vinyl Window Right (S) 2.0 0.570 2 None 4 � N� C Yes Vinyl Window Back (E) 30.0 0.600 2 Drapes.Std �n"� ®���keV4Wl inyl Door Back ( E ) 60.0 0.600 2 Drapes.Std No ;ql? Window Back (SE) 8.0 0.600 2 Drapes.Std Non 4inyl Window Back (E) 16.0 0.570 2 Drapes.Std None inyl Window Left (NE) 8.0 0.600 2 Drapes.Std None KVinyl Window Back (E) 30.0 0.600 2 Drapes.Std None Yes', -Vinyl Window Left (N) 10.0 0.600 2 Drapes.Std None Yes Vinyl Conditioned Floor Area..... 2440 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.4 % of floor area Average Glazing U -value.... 0.6 Btu/hr-sf-F BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Insul Assembly Type ------------ Type R -value R -value ----------------------- R -value ------- U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 ------- ------------------------ 0.065 Comm.to garage Wall Wood R-21 R-0 R-21 0.059 Ext. wall, Ext. Wall Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood Floor Wood R-19 R-0 R-19 0.037 Wood Floor FENESTRATION i# of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- ----- ----- ------------------------------ ------------- Window Front (W) 25.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (W) 7.0 0.570 2 None None Yes Vinyl Window Front (W) 7.0 0.570 2 None None Yes Vinyl Window Front (W) 25.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (NW) 12.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (W) 12.0 0.570 2 Drapes. Std ,t� P ee Yes Vinyl Window Right (SW) 12.0 0.600 2 Drapes.Std U�4L Yes Vinyl Window Right (S) 2.0 0.570 2 None 4 � N� C Yes Vinyl Window Back (E) 30.0 0.600 2 Drapes.Std �n"� ®���keV4Wl inyl Door Back ( E ) 60.0 0.600 2 Drapes.Std No ;ql? Window Back (SE) 8.0 0.600 2 Drapes.Std Non 4inyl Window Back (E) 16.0 0.570 2 Drapes.Std None inyl Window Left (NE) 8.0 0.600 2 Drapes.Std None KVinyl Window Back (E) 30.0 0.600 2 Drapes.Std None Yes', -Vinyl Window Left (N) 10.0 0.600 2 Drapes.Std None Yes Vinyl CERTIFIQATE OF COMPLIANCE: RESIDENTIAL' Page 2 CF -1R Project Title.......... Horn Residence Date........ 05/12/99 MICROPAS4 v4.51 File -HORN _A Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- FENESTRATION Equipment Type --------------- HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Efficiency Location ------------ ------------- 6.60 HSPF Crawlspace 9.70 SEER Crawlspace Duct Thermostat R -value ------- # of Interior Setback Over - Setback Area U- Pan- Shading/ Exterior hang/ Framing Orientation ------------------- (sf) ----- Value ----- es ---- Description --------------- Shading Fins Type Window Left (N) 2.0 0.600 2 None ----------- None ---- Yes --------- Vinyl Window Left (N) 20.0 0.600 2 Drapes.Std None Yes Vinyl Door Left (NE) 40.0 0.600 2 Drapes.Std None Yes Vinyl Equipment Type --------------- HPPackage HPPackage HVAC SYSTEMS ------------ Minimum Duct Efficiency Location ------------ ------------- 6.60 HSPF Crawlspace 9.70 SEER Crawlspace Duct Thermostat R -value ------- Type ------------ R-4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- --------- - --------- -------------- ------ Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ----------------------=- Treated as single -story home. Lower floor will be unfinished and accessible only from outside. External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Horn Residence Date . 05/12/99 ---------- MICROPAS4 v4.51 File-HORN_A Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John Starr Company. Better Builders Const. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... (530) 589-2574 License. #323225 Signed.. JLS- Q - (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Steve Nelson Company. Steve Nelson Address. 1 Hall Drive Oroville, CA 95966 Phone... 916-589-3585 Signed. . (,date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title:......... Horn Residence Project Address........ Oman Drive ******* Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* Steve Nelson 1 Hall Drive Oroville, CA 95966 916-589-3585 Date........ 05/12/99 --------------------- Building Permit # Plan Check / Date Field Check/ Date , Climate Zone........... ii _____________________ Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -HORN _A Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3°x, 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 al.r 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): :Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Horn Residence Date........ 05/12/99 ----------------------------------------- MICROPAS4 v4.51 File-HORN_A Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- 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(h).: Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 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. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; 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 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At. ]..Qa.q.t 3. aches pipe between filter and. he, t-er fcr future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool"system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- 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. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Horn Residence Date. .. ... 05/12/99 Project Address........ Oman Drive ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* ; Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585;FieldCheck/ Date Climate Zone........... 11--------------------- - - ------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. -------------------------------------- MICROPAS4 v4.51 File -HORN _A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- MICROPAS4 ENERGY USE SUMMARY = _---------------------------- - = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design Margin = - = Space Heating.......... 16.74 ---------- 15.82 ---------- 0.92 = = Space Cooling.......... 12.95 13.19 -0.24 - - Water Heating.......... 10.59 10.59 0.00 = _ Total 40.28 39.60 0.68 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2440 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground F1oor,Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 22215 cf 2440 sf 2440 sf 0 sf 13.4 % of floor area 0.6 Btu/hr-sf-F 9.1 ft COMPUTER. METHOD SUMMARY Page 7 C -2R Project Title.......... Horn Residence Date .. 05/12/99 ---------------------------- ------------------- ------------------------------- MICROPAS4 v4.51 File-HORN_A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------ ------------------------------------------------ Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 ' Wa l l 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Wall 19 Wall 20 Wall 21 Wall 22 Wall 23 Wall 24 Roof 25 Door 26 Door 27 Door 28 Floor Surface HOUSE 1 Window 2 Window 3 Window BUILDING ZONE INFORMATION Floor ------------------------- # of # of --------------------- Vent Vent Special Area Volume SC Dwell Cond- Pan- Thermostat Height Vent Area (sf) --------- --------- (cf) Units ----- itioned ------- (sf) Type ------------ (ft) (sf) ------ --------- 2440 22215 1.00 Tlt Only Yes Setback 0.0 1.4 2 Vinyl OPAQUE SURFACES 0.600 270 90 0.88 Area U- --------------- Insul Act Vinyl Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm Tilt --- ---- Gains ----- Reference ------------ Comments ---------------- 106 0.065 17.8 270 90 No W.19.2X6.16 Comm.to garage 63 0.065 17:8 270 90 No W.19.2X6.16 Comm.to garage 81 0.059 21 270 90 Yes W.21.2X6.16 Ext. wall 108 0.059 21 270 90 Yes W.21.2X6.16 Ext. Wall 150 0.059 21 270 90 Yes W.21.2X6.16 Ext. wall 38 0.059 21 315 90 Yes W.21.2X6.16 Ext. wall 38 0.059 21 270 90 Yes W.21.2X6.16 Ext. wall 38 0.059 21 225 90 Yes W.21.2X6.16 Ext. wall 30 0.059 21 270 90 Yes W.21.2X6.16 Ext. wall 46 0.065 17.8 180 90 No W.19.2X6.16 Comm.to garage 5 0.059 21 180 90 Yes W.21.2X6.16 Ext. wall 160 0.059 21 180 90 Yes W.21.2X6.16 Ext. wall 192 0.059 21 152 90 Yes W.21.2X6.16 Ext. wall 59 0.059 21 180 90 Yes W.21.2X6.16 Ext. wall . 79 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 163 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 36 0.059 21 135 90 Yes W.21.2X6.16 Ext. wall 48 0.059 21 90 90 Yes W.21.2X6.16 Ext. 36 0.059 21 45 90 Yes W.21.2X6.16 _wall. Ext. wall 155 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall. 376 0.059 21 0 90 Yes W.21.?X6.16 Ext. wall 72 0.059 21 37 90 Yes W.21.2X6.16 Ext. wall 5 0.059 21 0 90 Yes W.21.2X6.16 Ext. wall 2440 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 33 0.330 0 270 90 Yes None Solid Wood 18 0.330 0 270 90 No None Solid Wood 17 0.330 0 180 90 Yes None Solid Wood 2440 0.037 19 n/a 0 No FC.19.2X8.16 Wood Floor FENESTRATION SURFACES # of --------------------- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ (sf) es Type Type value Azm Tlt Only Shade Description 25.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 7.0 2 Vinyl Fixed 0.570 270 90 0.88 0.78 None 7.0 2 Vinyl Fixed 0.570 270 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Horn Residence Date........ 05/12/99 ---------------------------------------------------- MICROPAS4 v4.51 File-HORN_A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area # of Vent Left Rght SC SC Interior Area Pan- Frame Open U- Act Hght ---- Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 4 Window ----- 25.0 ---- 2 --------- Vinyl ------ Slider ----- 0.600 --- 270 --- 90 ---- 0.88 ---- 0.78 --------------- Drapes.Std 5 Window 12.0 2 Vinyl Slider 0.600 315 90 0.88 0.78 Drapes.Std 6 Window 12.0 2 Vinyl Fixed 0.570 270 90 0.88 0.78 Drapes.Std 7 Window 12.0 2 Vinyl Slider 0.600 225 90 0.88 0.78 Drapes.Std 8 Window 2.0 2 Vinyl Fixed 0.570 180 90 0.88 0.78 None 9 Window 30.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 10 Door 60.0 2 Vinyl Hinged 0.600 90 90 0.88 0.78 Drapes.Std 11 Window 8.0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 12 Window 16.0 2 Vinyl Fixed 0.570 90 90 0.88 0.78 Drapes.Std 13 Window 8.0 2 Vinyl Slider 0.600 45 90 0.88 0.78 Drapes.Std 14 Window 30.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 15 Window 10.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 16 Window 2.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 None 17 Window 20.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 18 Door 40.0 2 Vinyl Hinged 0.600 37 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 ---- ---- ---- ---- ---- 1 Window 25.0 5.0 5.0 4.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 7.0 6.7 1.0 6.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 7.0 6.7 1.0 6.3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 25.0 5.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 2.0 2.0 2.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 30.0 5.0 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 60.0 6.7 9.0 4.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 8.0 4.0 2.0 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 16.0 4.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 8.0 4.0 2.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 30.0 5.0 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 10.0 4.0 2.5 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 2.0 1.0 2.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0 4.0 5.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 40.0 6.7 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title .. Horn Residence 5 Date .. 05/12/99 ------------------------------------ MICROPAS4 v4.51 File-HORN_A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House --------------------------------------------.----------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System .Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Treated as single -story home. Lower floor will be unfinished and accessible only from outside. Minimum Duct Duct Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency HOUSE ---------- HPPackage 6.60 HSPF Crawlspace R-4.2 0.880 HPPackage 9.70 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System .Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Treated as single -story home. Lower floor will be unfinished and accessible only from outside. HVAC SLZING Page 10 HVAC Project Title........ Horn Residence Date .. 05/12/99 Project Address........ Oman Drive ******* _____________________ Oroville, CA *v4.51* Documentation Author... Steve Nelson Building Permit # Steve Nelson � 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------ -------------------------- ------------------------------- MICROPAS4 v4.51 File-HORN_A Wth-CTZ11S92 Program -HVAC SIZING f User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------ GENERAL INFORMATION Floor Area ................. 2440 sf Volume ..................... 22215 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY 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...... 11900 ----------- 6159 Glazing Conduction ............... 7771 5051 Glazing Solar .................... n/a 11811 Infiltration ..................... 12636 5188 Internal Gain .................... n/a 2100 Ducts ............................. 3231 1515 Sensible Load .................... 35538 31824 Latent Load ...................... n/a 6365 Minimum Total Load ----------- 35538 ----------- 38189 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. 1• C] • PERMIT NO: 28-98 Lake Oroville Area Public Utility District 1960 Elgin stiteet OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: December 15, 1998 Applicant: Steve Horn. (Better Builders Constr. ) Applicant Address: P• 0. Box 5824, Oroville, CA 95966 Applicant Phone No.: 589-2574 Property Location (s): 59 Oman Drive' Kelley Ridge Estates Unit 7 Lot 11 A.P. No.(s): 69-53-11 Fees due: All Fees Paid. Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: .Location: Date: 0 Lake Oroville Area Public Utility District release to close permit: Date: By: U LAND DEVELOPMENT'' �.- OROVILLE / CHICO -a��a BUILDING I ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. _.,-9ff NAME OWNERS NUMBER v bq-5 O PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: 1 ` t 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: h`L-Z't-Y N oo t5- e7s-rAT-eS 7 DATE OF RECORDING: Z8 LOT BOOK 60 PAGE COMPLIANCE WITH OLD SU (VISION 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 DIWSION UNLESS OTHERWISE NOTED. X,1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a T ft. building setback fromi- C L N T -C12 l_ (Nt- o M A-tJ T)r--i \,(E.. 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 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. C:) A.- �C f'� c7 %j C7 r SAN I • 'T- I2 -Y 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. 3108 io KiNa03 8664 5 t 330 ®-3fll3:)3H LD 6/98 FORMS\BLDG PERMIT CLEARANCE i MICHAEL MOONEY 5 A MADRONE AVE. CIVIL ENGINEER OR wug, CA 95966 RCE 20647 (916) 533-2131 r.: Butte County April 22, 1999 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Horn John Starr I have reviewed and approved the changes made to the plans. Enclosed are submitted two wet signed and sealed plans. I added reference to detail 10/13 -to engage interior shear walls. VZ13 Thanks for the consideration. :) Yours Michael Mooney N. My license expires 9-30-99 \! El ;- � �� i ,41.t END DETAIL STRONGBACK (NAIL TU LEDGER 12' O.C.) (BRACED AT 55' O.C.) A35 LEDGER (NAIL I131K) 10 VERTICAL Y/2-I0J NAILS) GABL (K) SPACING FOR H3 = 56.0' D.C. REFER TO SIMPSON CATALOG C -94H-1 FOR PRODUCT ATTACHMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (PI) (SI) (M) 2X4 F.L. OR H.F. 12 OR \ / BTR. STP.ONGBACK BRACE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBHITIEU BY TRUSS MFR. ROOF- MATERIAL OIITLOOKER I I C.) GAELE END / /°45 2X LEDGER I k COMMON TRUSSES STRONG13ACK d I BRACED AT 55' O.C. J (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH GRACE /2-Bd CCOMMON NAILS. 24' MAX GABLE ENO i I . \(S,)\ \ \ \\ (I(I I (PI) PEAK PLATE TO MATCH COMMON TRUSSES. MOTE: CHOP.DS TO BE 2X4 FIR -LARCH 92 MIN. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) HEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION i0 WEB ELATING: USE (3)-2' WIRE SIAPLES (0.072 OIA./15 GA.) TOENAILEO THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 5 STAPLES. (PI), (SI) 6 (111) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75HPH WINO LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH 1X3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER HEIGHT. PLT TYP. Wave TPI -95 R Design Criteria: TPI -95 O O Q O -;WARNING-- TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND ACING. REFER 10 Ill -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS ?LAI[ O INST II01[. 587 D'ONOf 10 DR., SUITE 200, MADISON, Ill 67119), FOR SAFETY PRACTICES PRIOR IO "INFORMING THE$[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q O STRUCIUAAI PANELS. 8O NOM CHORD SHALL HAVE A PROPERLY ATIACHED RIGID CIELING. ••IMPORIANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . T r � PR000CTS, INC. SHAH 901 B[ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 OZ�TRUS�S 1 P 1 1O BYIIO IN[ IRYSS[S IN CONFOMANCE YIIN TP 1: OR FABRICAIING, HANDLING, SHIP►INO, INSTAILA110N OR .L� 111BRACING OF 10.USS[S. EMIRS DESIGN CONFORMS MIT APPLICABLE PROVISIONS OF YDS (MAIIONAL DESIGN SPICY ICA110N ►UBLISN[D BY IN[ AMERICAN FOREST AND PAPER ASSOCIATION)R at, AND IPI. ALPINE CON EACNIFACE SOF:IAU$S[ AND UNLESS OF ZOGA M A663 OTHERWISE' LOCATED OMI IMI SL. E O[SICNICEPI ASPOS111 OM t0NMEC IDR SCO (?(RRf f0 DRAWINGS IJ O, ISO AND 160 Al. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY 10 INE D[fIGN 1_J lJ Of INE -TRUSS DEPICTED HTR( AND SHALL NOT 01 REUEO UPON IN ANY OILIER WAY. 6 - IOd COMPUN BLOCK NAILS / 3-IOd BRACE IIA ILS EACII END OUTLOOKER CR UER I A 3.5' MAX. TYP. HOTCH B 24' 0. C. 1.5' MAX, 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIIGUT BRAC IHG III) MAX. LEIIGTH V/ STRONG8ACK BRACE (S) STANDARD 5 -II -0 II -10-0 Al 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 �Q j?'OFESS/pyq TC LL 30.0 PSF REF R992 W 9A yc TC DL 15.0 PSF DATE 03/19/98 r C49 _ Ol� PSF DRW COI 12 A .*e B C ` y Lr-, HO S * P' *TOT,;LO`=-�'SOv. Pk SEQN - 25458 �7l CIVIL ��P DU' , ACS1.1�� OM PDC FCf CAUFO�` r_- 1�:�' SPACING, � JOC: OETAIL-92 ALT mairfma (NOTE: SEE DRAWING DRININAL..FOR LUHBER. PLATES. AND OTHER DATA NOT SHOWN'HERE. STRUSSES REG IRE EXTREME- CARE IN HANDLING. ERECTION AND •BRACING. REFER TO TPI•HIB=91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT. -BRACING REQUIREMENTS. UNLESSIOTHERWISE INOICATED.;�.TOP CHORD SHALL BE LATERALLY BRACEDWITH PROPERLYYATTACHED CEILINATTACHED PLYWOOD GL SHEATHING, BOTTOM CD103 JA) BEXEGUALL•YRSPACED. R OR BATTACHCWITHN (2) S8dANAILS.BRBRACINGO MATERIAL TO BE SUPPLIED AND ATTACHED AT 80TH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRACING 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. NAILS 9 BRACE. SAME SBRACINGGRADE 14ATERIALL TOMBERWITH 16d 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. SEE ORIGINAL OESIGN FOR PROPER OEMENSIOM 1 RAC I/J6l P Rev 17 SCALE - QJ875 jyP.- ALPINE UESIG Ie a+E� o 0 0 0 o �v e o o A la C=) t= C7 . O a o t= 0 a o LPIN o i TRUSS o C:.1 O O o C7 xiEIMP4RTAN7WELT, XA�P1iE 0611EEMP P01000ro. "e. TOLL 401 K KSPO1r1t9tI rOM AIV DIVIS1304 FM -9 hd$ CE1101 OQ THESE LRC9PICAT908. OR AW FULUX TO FAuO TUE V= 3" MWORWOM Vt11104181 91 IP9. ar9UE cL6AECTom Lm NAGE Or 4X64 0W. STEEL W91110A51" A4u ea a rfurr AS NOTED. Orn t CooljmTOM to EAer rut er . TOM AM 04111, Onelillsr LOWED oil 1114 111SIGK raelllal vEu MAPM 131. 150 S 162,44. oE1,101 RTAWAM CO4IGA1 610MT4Aele FMOIS1014S Or 96 S Wt. Aet LUSIMEO.1, In CI wTuo EWAALL tOT Of FEllEO UPON�UAlf TO ITENDRA1 - .-- _-•-- -- _.-..._.� _� _ .-66. ... —... 6666..1... WARNINGIwAxsfco'� t:t' cA.L 111 w►ai�E:. f4ECTIOY me r/or0. SEL M-01 "f IPJ- LEL TICS OESLOr TOP J=(IlON4L SnCta OELA"W" SPUM" MIKOR1115. OLEOS 0IMMI a "40104" TOP Dow SIOLL EE LATEAUAT IOut" 111tH PPOTr1 LY 41140EO RLwOOO 21EA1111104 64/1oN 94411 111TH FROPOL1 AITAK EO Pt410 Te1LP0'_aTOT.LD. 10914E Tt9»4T474 WWI 0114" no KIVU D°AEsta1 ro THE wtuu Immols 4ta+Twclopµla — ..,nn r...e.o.-renis QQ� �� ��• . (` fy , y `�' - 4" N0. Sa�15 : ; 63091 �omiEcloAs elf are TC LL 30 .0 PSF TC OL MO PSF �C DL .O PC OL BC LL 0.0 PSF 550.0 PSF REF 8992--42293 DATE 06/213/93 ORM CD103 -ENG FM , .t✓ OUR. FAC. 1.15 SPACING 24.0" - TRUSS BRACING/BLOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. , •. • TRUSS BRACING/DLOCKING DETAIL- (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND' -HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) -M" 13.1E4-17IR OR BETTER CONT114000S LATERAL BRACING TO BE EQUALLY, SPACED.' ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO is BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. r (M) HEIGHT OF TRUSS AT SUPPORT. n TRUSS JD) VERTICAL WEB (BB) SING SECTION S -S (D) 2X4 1j. F. $3 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 SIiOrIN. BRACE NAY BE LOCATED ON EITHER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CIIORO. �.(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 CIY-'I:. OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE . OF BOTTOM CHORD. • -—PLT TYP. Have TPI-95Desi n Criteria: TPI -95 STD 18.2c3 CA - 1 R - • 0 0 O D•t[FERNIOIYII[11TI1 EXTREME CARE It INSTALLING •1RACING. DLI .'F, (MI 0 INf1ALLlIGIAND SMACING) PUILISN[Of81MIP1(TRUSS PLAI[ INSTITUTE. SQ D•ONOF10UON., SUITE Foo. MADISON. WI 9)119), FOR SAFETY PRACIICIS PA104 10 D�two TC LL REF R427 • O #01`061116 11[9( fONCOtS. YR[SS OIM[AYISI INDICATED. TOP CROAD SMALL MAV[ PROPERLY AITACM[0 SIAVCIUAAt PANELS. 101108 CY090 SMALL NAVE A PROPERLY ATIACMID RIGID CI[LT1G. ,44,0 • /S((,o C TC DL DATE 1/12/94 `•IMPORTANf•• FORAISM A COPY Of IRIS DESIGN 10 IM( INSTALLATION CONTRACTOR. ALPINE (MOTHERED '+ y B C D L ( L Q A T T T(���.-, O rll `1� FI00YCIf. IMC, frAll NOI 1( t(ffORSIDIt FOX AIT DEVIATION FAOM TRIS DESIGN: ANY FAILURE 10 1YI10 11[ ItOff[S 1N COIfOl1411tt YIfM I►1: Ol FAINICAIING. MANOl1NG, c3 L L !. fplil SKIPP1X0, INSTALLATION OR $RACING OF 1RYSSES. TRIS DESIGN CONFORMS WITH APPLICAILI PROVISIONS of NDS (NATIONAL DESIGN d 63fl�L V SLJ SPECIFICATION PU1tISM[O If IN( AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONN' OF F91t(S$.OIMIAYISES1 GALV. AS 1010. APPLY 10 IACIEFACEfARE Of T 0 T . L D . * CIV�� D RW 3,048,634 Ol+ Q Q O IOCATIO ONEIRISEIC(tl 191 f` ANDDISIG$. POSITION CONNICIORSE►IRRf DRAWINGS 150. 160 AND 190 A -F. AN 14011[[A'f SIAL ON IRIS GRAYING APPLIES ONLY 10 IM[ DISION �, ��'Z`�� D U R . FAC . %rf OF C��\E CA -ENG / C W C Of IMI TRUSS DIPICItO MINE AND SNALLNot 89 M[11I0 UPON 11 ANY OIMU WAY. SPACING SEE ABOVE TRUSS PROFILE (0) TYP. SETBACK] THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. n ' o 0/ 24" O.C. FURRING « TRUSS PROFILE WITH 40" O.C.' FURRING (.- BUILT-IN CRIPPLES r(REMAINS IN PLANE WITH TRUSS) I 16 HIP WITH FUR I -PLY 05 HIP WITH FUR. I -PLY /#4 HIP WITH FUR, I -PLY d3 HIP WITH FIR I -PLY SETBACK 92 HIP WITH FUR I -PLY r - NI IIIP GIRDER MAY -BE MULTIPLEMEMUER //II (8) PURLINS SPACED ® 24'0.C. TYP. PERMANENT DIAGONAL BRACING (CONTINUOUS 2X4) APPLIED TO TDPSIOE OF FLAT TOP (0) CRIPPLES SPACED 24' D.C. TYP. CHORD BY ERECTION CONTRACTOR (D) FURRING & FLAT TC ( SEE UI:ACING DETAIL ) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. 11 HIP I MAY BE I JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. c c -,c E= o N= C3 G C= [= CM C=3 o �ALPIN T� TRUSS o 1� n H� c,3 Io 17=1 JACK RAFTER BUILT-IN CRIPPLES o (REMAINS IN PLANE m DE MULTIPLEMEMBER (B) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT OIAG13NAL BRACIAG (CONTINUOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 40' O.C. TYP. CHORD BY ERECTION CONTRACTOR (U) FLIPRING 6 FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. « NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTIICR CRITERIA NOT SHOWN HERE. PERMANENT BRACING DETAIL - SECTION A -A START OF TOP CIIORD CHORD PURLINS START OF THE TOP CHORD FLAT TOP C EXTENSION EXTENSION (TYPICAL) (CONTINUOUS (SLOPING TO FLAT) Y (SLOPING TO FLAT) #1 HIP, REFER TO ORIGINAL DRAWING FOR 14ORE INFORMATI01, SETBACY I ROOF SHEATHING JACK RAFTER. � L PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPROXIMATELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)t NOTE: PERMANENT OIAGOJAL BRACING NAILED TO UNDERSIDE OF FLAT TDP C1IDRO PREVENTS LATERAL MOVEMENT OF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL] 10 CI )IIP, THEN DIAGONAL BRACING 1S NOT NECESSARY AT AI IIIP, IUIWEVER, PLACEMENT e-20' INTERVALS IS STILL REWIRED. I *IMPORTANT * ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AIIY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. ALPINE CONNECTORS ARE WIDE OF 200A GALV. STEEL MEETING ASTM A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TWSS AND UNLESS OTHERWISE LOCAIED ON TNIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. ISO 0 IBOA-F. DESIGN STANDARDS CONFORM N/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGIHEkR'S SEAL ON THIS OUNI14 APPLIES TO THE CGNV'OIENI DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPUN IN ANY OVER WAY. • IPI - IIKISS MAIC 111SIIIUIE. 1113 - 1991 NA11011AI OE! WARNIN&IME CARE WITH TRUSS) �06 HIP CHIEXTENSION PLY D) TYP. � YS HIPP WITH FUR I -PLY DATE 04/ /N4 HIP CHOP.O EXTENSION )-PLY N3 fllP WITH FUR I -PLY dl�l HIP CIIURD EXTENSION I -PLY I (13) 11 (B) l (B) (BY2 NI )IIP GIRDER MAY DE MULTIPLEMEMBER (B) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT OIAG13NAL BRACIAG (CONTINUOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 40' O.C. TYP. CHORD BY ERECTION CONTRACTOR (U) FLIPRING 6 FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. « NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTIICR CRITERIA NOT SHOWN HERE. PERMANENT BRACING DETAIL - SECTION A -A START OF TOP CIIORD CHORD PURLINS START OF THE TOP CHORD FLAT TOP C EXTENSION EXTENSION (TYPICAL) (CONTINUOUS (SLOPING TO FLAT) Y (SLOPING TO FLAT) #1 HIP, REFER TO ORIGINAL DRAWING FOR 14ORE INFORMATI01, SETBACY I ROOF SHEATHING JACK RAFTER. � L PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPROXIMATELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)t NOTE: PERMANENT OIAGOJAL BRACING NAILED TO UNDERSIDE OF FLAT TDP C1IDRO PREVENTS LATERAL MOVEMENT OF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL] 10 CI )IIP, THEN DIAGONAL BRACING 1S NOT NECESSARY AT AI IIIP, IUIWEVER, PLACEMENT e-20' INTERVALS IS STILL REWIRED. I *IMPORTANT * ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AIIY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. ALPINE CONNECTORS ARE WIDE OF 200A GALV. STEEL MEETING ASTM A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TWSS AND UNLESS OTHERWISE LOCAIED ON TNIS DESIGN. POSITION CONNECTORS PER DRAWINGS 130. ISO 0 IBOA-F. DESIGN STANDARDS CONFORM N/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGIHEkR'S SEAL ON THIS OUNI14 APPLIES TO THE CGNV'OIENI DEPICTED HERE IN ONLY. AND SHALL NOT BE RELIED UPUN IN ANY OVER WAY. • IPI - IIKISS MAIC 111SIIIUIE. 1113 - 1991 NA11011AI OE! WARNIN&IME CARE TC LL * PSF TC DL * ' PSF BC DL * PSF BC LL * PSF TOT.LD. * PSF. N�INOUIRE IO. ARREECTTIIOON' AA" DATE 04/ BRACING. SEE HIB -91 BY TPI. SEE THIS DESIGN dl�l FOR ADDITIONAL SPECIAL PERMANENT BRACING RE OUR.FAC. OUIREMEN75. IRLEBS OTHERWISE INDICATED. TOP W CHORD SHALL BE LATERALLY BRACED WITH PROPER p� LY ATTACHED PLYWOOD SHEATHING. BOTTUM CHORD ,I'MPROPERLY ATTACHED RIGID CEILING -- 6EE �. ALPINE TF.CIIIICAL UPDATE 11/1/911 FOR PROPER DRYWALL APPLICATIWI, FURNISH A COPY Of 11119 DESIGN TO ITE IWSS EIEC710H CONIRACIOR. GII SPECIFICAT1011 fOR W(WIO C011SIIXIf.110N �O '- 7D r s0'I TC LL * PSF TC DL * ' PSF BC DL * PSF BC LL * PSF TOT.LD. * PSF. REF R427 -f DATE 04/ DRW CD110B CA -ENG PBC OUR.FAC. QOAf-TA1C i conrMoN T1Z�� 1. —T To Mo'G� G-MTKR � i I Lo.Ya1 r• - / I -I FLU�N N/ . r Op GENT ER 2�•.4• Gf� QK (O. ' e NIP —� 2+4 0� Q.c �o C? I -Ili'? -- �`•� T8�-opNlp lIUq-N w/ N 11P "#4wr r R � 5PL►c� �i ,I J'A.cy .. _ _.HIP TO RIDGE _ HIP TO HIP MASTER . Q B nL I ou STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A. (918) 893-0112 RAFTER 2X4 - ��1 C� E•ILING .JOIST MAXIMUM CLEAfI SPAN 1.5X3 STANDARD JACK DETAIL SPACING 24" O.C. DEFLECTION CRITERIA: (LIVE" LOAD) RhFTEII SLOPES < 4: 12 L/240 RAFTEII SLOPES > 4: 12 < 12: 12 - L/100 CEILING JOIST - L/240 IT IS THE RESPONSIBILITY OF THE DUILDING DESIGNER AND —TRUSS FABfIICATOR TO REVIEW TIIIS 08AWIDIG PRIOR TO C1ITTI1,1G LUMOEII TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO TIIE A1ICIIITECTURAL SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. I• 2X4 DIEM -FIR STANDARD -nEouIRf_D IF RAFTER NOT SUPPO11TED AT END RAFTER SLOPE < 4:12 RAFTER SLOPE > 4: 12 BUT -12 LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 10 15 10 15 10 15 to 15 DURATION FACTOR 25% 25% 15% 15% 25% 25% 15% 15% SIZE GRADE ))ARNING""'� ° 1E0°"'� E("n'0 O O J O O dull u01 f11 Ir[slwlnitllE rat A.If IU Iu1111,1110. 111tctllal 0 o O b p(VIAll°ll FI1aN 1111! 111sIGl °h lits( s1ECIFICAlI1a1s. at 11111 aucllla. ft( IIlo•01 at Irl: (tt 1111! 1�j 10-9-0 --MAX IMUt4 CLEAR SPAN -- la1 AWIIIauL Sr(CM 17.1;Z" W1K1 2X4 11 FL ALIWt D""C1011s Art( AnOC W 30" W11. 1181111,Kti1114 (1184 9-2-0 8-7-0 7-I1-0 7-5-0 Due Yutl °t aL1E11AU1 M�C(n,qut't 0-11-0 0-440 2X4 SS FL _ 9-6-0_ 0-11-0 -0-5-0__ 0_-0-0 - -- - 9-3-0 0_-7-0 2X6 11 FL 13-4-0 12-6-0 10-9-0 ~10-2-0 — -- - 12-3-0 ~ _ I1-6-0 2X6 SS FL 13-11-0 1 13-1-0 -11-10-0 11-4-0 — --- 12-8-0 ' II -I1-0 C=1 c o 0 HHIMPORTANTHH"1`IIF. tu3I1(Iltu rlaillucls. Ilr.. ))ARNING""'� ° 1E0°"'� E("n'0 O O J O O dull u01 f11 Ir[slwlnitllE rat A.If IU Iu1111,1110. 111tctllal 0 o O b p(VIAll°ll FI1aN 1111! 111sIGl °h lits( s1ECIFICAlI1a1s. at 11111 aucllla. ft( IIlo•01 at Irl: (tt 1111! 1�j 10-9-0 IA It°11( 10 4111110 119 I/uss Sol Co1Faa119C1 111111 03104 01 Irl. la1 AWIIIauL Sr(CM 17.1;Z" W1K1 O .O O o ALIWt D""C1011s Art( AnOC W 30" W11. 1181111,Kti1114 (1184 4UIMM°Is. WLtiS 0IIf1a11sE 11gICA1(1 0 0 O o 10446 al / tact►1 b 11011(°. AMI ca.[c10pCA B to I FACE or Due Yutl °t aL1E11AU1 M�C(n,qut't (� G .ALC 113,. twia AAiQ.noua 0440"X LU ALW OIL k9112,§ESWML 8%201= lj YtAQE0_MVMM mC1AUulQ.t4jjQti CEILING JOIST 5 1.00 JACK DETAIL CD101 (7) X.. r Ln n to In N REF 8992--90913 DATE 02/17/93• ORH 00101 J 7-10-0 7-5-0 _ 8=9_0 8=2-00-- - 7 10-9-0 10-3-0 -- 13-11-0 13-11-0 11-4-0 10-10-0 JACK DETAIL CD101 (7) X.. r Ln n to In N REF 8992--90913 DATE 02/17/93• ORH 00101 J (BTRHOR-BTR BLORS / HORS( - T-1 HIP [6' TOP CHORD 2x4 OF -L 11 :T2 2x6 DF -L SS: BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard -PL a%'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. MISE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0. OC. �:XTENO.SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. -,;UPPORT,EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 'x4 LATERAL BRACING TO FLAT TC 0.24.00. OC WITH 2-16d NAILS BIND DIAGONALLY BRACE PER HIO -91 13,2.1(FIG.33). OR -DWG. CDI10- SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. W3X6,0 E-• W3X10 v a W4X6 0 6 r (A) A \ w rx w 6- U401) -� M ! W7X8 a W1.5X4 H c.5 w W2.5X4 W HS2512 C=3 1,1-6- W W3X6 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ((A) ONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W3X6 4ZF 4 19 2X4(A1) a 11.. 8 -,Oa) 0-0-0 6-0-7 1 14-9-1 I 5-6-8 1 26-4=0`0ver -2-`Supports R-2061 W-3.5" R-2059 W-3.5' Q R3-1256 R3-1256 N LA N CA - 1 - - - F Scale -.25" Ft. PLT TYP. Al ine H1 h Strength Wave TPI -95 Desi n Criterla: TPI STD 07 •WARDING•• TRUSSES REOUI99 EETNENE CAME IN FABRICATION. HANDLING, SYIPIIYO. INSTALLING AYD TC L L 16.0 PSF REF R 4 2 7 --62519 -&IACIRG, 49FIR TO NII•fl ("AM ING INST4046 AND BRACING), ►OIISSNED BY TPI (TRUSS PLATE Y� t - CSA IRfi ITBTG. SBS D'OIOEI/0 Ol., SUITE tDO. IU10110N. N1 SSRI!). iU SAFETY PB ACTIC9,f IlIOR TO Ow W 7 _ ..TC DL 15.0 PSF DATE 01/15/99 PEIfUNIKTHESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CNOtO SHALL NATE PROPIRLT ATTACKED STIUCTUAL PANELS, BATTON CHORD UAIL BATE A PROPERLY ATTACHED RIGID CEILING. Jon 15 199 .,p'// D �- 7'. 0 PSF DRW CAUSR427 99015001 �-j ..IMPORTANT— foul A COPT OP THIS 09,11991 TO THE INSTALLATION CORTRACTOR, ALPINE ENGINEERED �uja Lei PRODUCTS. INC. SHAH SOT 0E R9 PC III►E FOR ART DEVIATION ►ROM TRIS DESIGNS Ali ►AILUIE TO BUILD INE TRUSSES IN CONFORMANCE WITR TPI3 OR FABRICATING. NANDUND, SHIPPING. INSTALLING AND b 6 B �(,�0. PSF CA -ENG A E B / GWH z ALPINE 131ACIN0 OF TWfi[f. TNIi DESIGN C 111.01SS NITS APPLICABLE PROVISIONS OF RDS (NAT141A► DESIGN Fw� f►[C1fICAT10N ►00llflt0 BT TKE AMERICAN FOREST AND PAPER ASSOCIATION) AND It 1. ALPINE 4, CORWECT0111 An IIAD( OF tOGA ASTM A&SR U40 &AIV. STEEL. 910EPT AS $DIED. APPLY CONNUiORi TO * iOT.LI�:g�r9,8�0 P SEAN - 99886 EACH FACE OF USS$. AND UNLESS DISMISS LOWL10 0R TRIS DESIGN, POSITION CONIECTORS ►E4 C:NLI. DUR ?C. �1�2;,a,, F OM E.0 DRAWINGS 140 A-1. THE UAL ON 1115 DRANING IND ICA711 ACCIPTAYCE Of ►KOFESSI04AL (WITNESSING A) , RESPONSIBILITY SOLELY ►U THE TRUSS COHPOIESIT DESIGN SHOWS. TNt SOITABIL17T AND USE 0► THIS P CA 95829 CON►OYUT fU AV PARTICULAR OOIlDU9 IS TN[ ltSP0YSI01lITT Of TYt BUILOIY& D(S1UEN. ►U O'aw 9, SPACING 4.`G.`*� WSIfIPT 1.1995 SECTION 1. c • r a , (4TRHOR-BTR-BLORS'/,,,: (LTRHOR-BTR BLDRS / HORN - T-3 TOP CHORD°20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CI C77 C ' O t~ U O O C1: Q.. Ci fs7 1=4 W z 2X4 (I w W1.5X4 0 THIS DYG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC 6 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4- C-3 Q-84, 1_ 13-2-0 _1_ 13-2-0 _I 26-4-0 Over 2 Supports R-789 W-3.5- -- -� R-1213 W-3.5" C14 c.l PLT TYP. Al ine Wave TPI -95 Design Criteria: TPI(STD -160 QA --"R11140•• TEDSFS ILODIIL LLTIENE WE IN-fA64ICAT10N, MANDLIS6, SEIPPINfl, INSTA1U16 All) C7 BIAC16W-.RWEI TO 118.8 (HANDLING INSTALLING AND ILACIIG), ►OBLISHED MY TPI (TADSS ELATE INLTITOff. S6.1 0.010/l l0 DR.. SHITE f00. MADISON. YI SX77f). r 0 SAFETY PRACTICES PAID& TO 0 y� 07 ---. PESFUMING THESE FUNCTIONS. UNLESS OTIEINISI INDICATED. TOP CHORD SHALL NATE PROPERLY ATfACMED STRDCTYAAL PANELS, NOTION CHORD SMALL NASI A PIOPEILT A71ACOID SKID CEILING. Jon 15 19! �•j ••IMPORTANT-- FGANISI A COPY Of TA IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .25- Ft. ~ PIODUC71 IRC• SRALL NOS It ■E SVC ISISLE FORANY DIT IAIlON FROM THIS DESIGN: ANY FAILURE TO - 15.0 PSF` DATEr 0 /15/99 BOTLO THE TRUSSES 16 CONFORMANCE VJ71 TFII OR FABRICATING. AAADLIIG. SNIPPING• INSTALLING AND 66006 z A L P I N E ISACIIR Of TRUSSES. TN1S OESIO C0A►ORMS N1TN APPLICABLE ►ROYISIDNS Of lD3 (NATIONAL D[SIrX 2 9' 7=2 SPECIFICATION POILISIED BY ill[ AMERICAN FOREST AND PAPER ASSOCtATIOR) AND TPI. At►IRP 24.0° •-�� COXI[CTORS ARE NAD[ Of LOW ASTN A6S3 6140 GALF. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T .3acNr*1Y9tD, CA 95828 EACH FACE Of TRUSS, AAD UNLESS 07HERVISE LOCATED DR THIS DISIGI, POSITION CONAICTORf PLR OLANINGS 160 A•I. THE IEAL ON TN 15 GRAYING INDICATES ACCEPTANCE Of 0 OfESSIONAL (1911EEAING 1ESFC4SII1LITT SOLELY FOR THE TRUSS CONPONI NT 1,13161 IMOYI. TNI SUTTABIL)TY AND USE Of THIS COMPOY[NT FON AAT ►ARTICULAR BUILDING IS THE RES►OASIBILITT OF THE BUILDING OESI6NIR. PER AMSI/T►I 1.11!6 SECTION Z. .q CI��iL• � a CA/ -/1 TC LL TC OL BC DL BC LL TOT. LO. DUR.FAC. SPACING 0-0-0 x IN - '41va17 .25- Ft. 16.0 PSFV' ';;RE R--62522 -r - 15.0 PSF` DATEr 0 /15/99 7.0 PSF T'R`W CA 5 27 99015003 0.0 PSF CA• MG . /GWH 38.0 PSF SEON - 9' 7=2 1.25 FROM =•E:D 24.0° iRN 4TR i, LDRS"HORN JOB - T4 26'4-1/4 STUB BIRD I TOP CHORD 2x4'tDF L #1 BOT CHORD'li4` DF L S' , YENS 2x4'OF L Standard :W5'2x6 DF -L #2: N :Lt Slider 2x6 DF -L #2: BLOCK LENGTH - 1.833' co a: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LIN LIEU,OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO QJ BRACE TC a 24.00" OC'6 BC ® 72.00" OC. DEFLECTION METS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 ADDITIONAL LOADS -- ---(LUMBER•OUR,FAC.-1.25 / PLATE DUR,FAC.-1.25) BC - 2686 LB Conc. Load at 6.06 BC - 1387 LB Conc. Load at 8.06 BC - 1387 LB Conc. Load at 10.15 8C - 1387 LB Conc. Load at 12.06 CONNECTION..FOR_ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28.1 SEE CATALOG C-98 F.. v A a N3X( Q. A W a W z W4X4 (A C=3 x w w z a 41 -B -0_-J THIS DWG PREPARED FROM COMPUTER IMPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -"2 -Complete Trusses ._Req_u_ i red NAILING SCHEDULE: (0.1310.0,g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW .G 3" o.c. WEBS : 1 ROW ® 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROH TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** 141.5X4 e IR-3540 W-5.5- 13-6-0 Over 2 Supports R-1304 W-5.5- PLT TYP, Wave TPI -95 R Design Criteria: TPI STD 19. �50 --. '-NANNIR6.• TtUSSEf REOYIRE EITNENC CARE IN IAORICATION, WUtDIINS. SNI/►IEC, INSTALLING AND CA ( 100 BtACt@@. tEPlR TO HIa•01 (WDLIN@ .I@STALLINO ARO SRACING), PUBLISEED DT T►I (TRUSS PLATE E T C L 16-0 1RSTITUTl. fp ..O@OFA10 ORD.., fYltt 100, MADISON, NI 51730), f0R SAiITT PtACTIt[t lRIDR TO rENFotluu TREtt FarCTIo@S. Du[ss ortltRrlse ttwuTEO, TO► u0R0 SRAtI RAZE PBaERLT ATTActl[D TC D C77 STRUCTONAL PAB[lf. 80TTON CtlORD fNAll NAF[ A Pt01[tlT Att4CNED BIG10 CE II If O, ~-/RODUCTS. I C, "ALLINOT Of RESPONSIBLE FORDESIGN ART pETIATtoYLFIlI01pIRTCONHIS RACTO .DESIGN; ALPINE A1lDRE170D .99 � BC DL 7.0 PSF ' �0 ci BUILD TIES ttofuf IN CORFORNANC[ NIT% TPIt DR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 'ALPINE @BACINS OF TADSSIM TNIS DIST" CONFORMS WITH APPLICABLE PROVISIONS of NDS (NATIONAL DESICIA SPECIFICATION ►UOLISNID BY THE AMMAN FOtEST AND.►APLl ASSOCIATIOY) ASD T►[. ALPIS E ' '� 8C LL 0.0 P SF C, 6�. e01NECTORS ARE RAD['of EDEA ASTN A663 "40 cur. STEEL, EICEPT A3 NOTED. APPLY CORRECTORS To * 70T.L0. 38.0 PSF S 04"1EAC@ FAC[ OF TRUSS. AND VILE3S OTREAMSE LOCATED OR TNIS SCSI". FOSIlIO@ [OINECTOIIf PER RESPONSIBILITY 1LI A•E. TBE SEAL OR T@IS DEAN'" INDICATES ACCEPTANCE 0► PlO/ISSIONAL [NSINEERING q ��" COM OBEATIFOR ARY1►ARTICULA![BUILDINGTRUSS o SOTHETRESPONSIBILITY OF TN[ BUILDING [f CNgSIGN SHOWS. THE SUITABILITY AAD SfP� TNIS M DUR.FAC. 1.25 F ufl�T►I 1.10311 SECTION 2. SPACING 24.0' —.375 -/Ft G27--11651 -,.03r-- �09�99 rBOT N-BTR BLDRS HORN JOB - TS 38'4-1/2 MONO HIP ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. RD 2x4 OF $1 :T2„2x6 DF -L S5: :T3 2x6 DF -L X1:1 CONTINUOUS LATERAL BRACING EQUALLY SPACED ON HEMeER, RD '2x6 DF -L SS,-, clJ BS.2x4 DF -L StandardCALCULATED VERTICAL DEFLECTION IS 0,36. OUE TO LIVE LOAD der;2x6 OF -L2:' BLOCK LENGTH - 1.833' AND 0.69•'DUE TO DEAD LOAD AT X - 21-11- 8. L1'•) n: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. +USE THIS'DESIGN FOR COMMON HIP TRUSSES m 24.0. OC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. C.1 EXTEND .SLOP.IN6•TC OF TRUSS AND JACKS TO HIP RAFTER. CORNER SETS ARE CONVENTIONALLY FRAMED. Lacs SUPPORT'EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. L 2*4,LATERAL;BRACING TO FLAT TC @ 24.00. OC WITH 2-16d NAILS z AND OIAGONALLY•BRACE PER HIB -91 13:2.I(FIG.33). OR DWG. CD110. SUPPORT'HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. -5 W4X6 (R) m W3X10 a W5X8 s W3X8 W3X10 N3 T A W3X4 W4X6 ® MIDca W4X12 W1.5X4 01 W3X6 (C6) e 6 r T2 `” �T3e(A)(�A), 3-0-4 a W3X4 (A1 w y W5XI2, = HS412 a W1.5X4 B W4X4 W2.5X4 := W5X8� e-0-0 e c a ` WM W4 X 12-� x HS416 a E=T I -a -o z W4X4 Al Ca- L 6-0-7 I 32-4-1 a L- _ 'J I 38-4-8 Over 2 Supports "-'. R-2880 W-5.5' — ,rR-2686 W-5.5' PLT TY). High Stren th Wave TPI -95)R ar` Design Criteria: TPI(STD Scale -.1875' Ft. •TWINING R TRUSSES REOOIR. EITIENE CARE 11 FAOXICATION, HARDLIXG, SMI►PIXG. INSTALLING AND i •SRACIIG. R[IER TO XISHI (x. SUITE .IOD. HADER AND ORACIfO), PUOLISRED TI TPt (TRUSS PLATE ESSIp�, - TC LL ") 6��0 •S� REF 8427--11648 Q) I-STITITT, SO] 0.0-0'X70 01.. SUITE 100. ItADIS01. VI S771f), f0R SAFETY ►RACTICES fR10R TO �'7! p) PERfORNIW TBESE /BNCl10Bt. UflEss 07801 -ESE tN01CATE0. TOP CEO" SHALL HAVE ►ROfEIIY ATTACHED �� C,qI �' TC D L 1,5 .;OF= DATE 03/09/99 STRUCTURAL /A1ELS, BUTTON CNOtp SHALT BATE A /ROf[RlT ATTACHED RIG10 CEIIIXG. 'riD 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATICI CONTRACTOR. ALFII[ ENGIB[El[0��� T CC PRODUCTS, INC. SHALL -OT B[ RESPONSIBLE FOR ANY DI IATIOX FROM THIS DESIGN. ANT fA1LDRE TO B C D L 7'. 0-�P'S'1 �C.A 427 99068007 ALPINE NDELO THE TIIrnG IN COTHISNA-U -ITN TPI: 01 FABRICATING. MAULING. SHIPPING. IRSTAILIti ARD ,3 .SPECIFICATIONGPUBLISHED OY-TIESAHfRIW IGN FOXESTTAND PAP[ERASSOCIATION) AXD TPI.LE PROVISIONS OF NOS (-AL# D[stGr1* i+bm BC LL 0.+0--p, SF�;�CE B /CWC LY. CIIN-Ett04t ARE NMI OF t081 ASTM AGS] Gl{0 GALS, fTEEI. [KEPT AS 10T[D. APPLT CO11[CTOtS TO # * " OR-�AMINGf Mao A-1. THE SEAL ID s01TISISTWAy NGTINDICA ISTHIS ACCEPTANCE0ofTPROf[[SSSIDCRALB[6IN[EIIYG t TOT. 38,0' PSFt ',S N - 11864 1 : sy •_ �Hie Md �'' COMPONENTIPONTARTLELY PARTICCUULARETRUSS SU[LOINCOIS THENT DESIGN SHOWS. E RESPONSIBILITY Of TTHE RE SUITABILIDESIND DESIGNER. EFOOr I"1-11 0UR.FAC. 1.25 FR D A1slFTPT 1-1915 sfrnoN E. SPACING 24.0 • ILTRHOR-BTR BLDRS /-HORN - T-6 HIP [14' TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard c— o-:.,LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IRUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. rn 0 z W3X4 vl, W3X14 0 ti 6 r A O a Q.. W a W W z � W3K8 THIS OVG PREPARED FRON-CONPUTER INPUT (LOADS i DIMENSIONS) SUBNITTEO BY TRUSS MFR. tAl CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION'MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC ® 24.00. OC. W3X8Q W3X4® rn f77 ALPINE I��Saa MN%,eas 9R� � "MARRING"" TRUSSES B[ONTRE 11TA[xE CARE IA FABRICATION, utDLING. SHIPPING. IASTALLTNG AND BRAOIl6. BEFCR TO H[8•91 (BAULING INSTALL156 AND !RACING), PUBLIStl" BY TPI (TRUSS PLATE MI 51719). FOR SAFEAV ►PROPERLY PRIG! TO W2.5X4 (Al) to Ill .5X4 Ul�- IMStITIII gas D'OROfs10 VA.. SBITE 200. MADISON• ►EsfORIU16 TREst FUNCTIONS. otl[SS OTHERMISE INDICATED. TOP CHORD SMAII NAVE PROPERLY AiiACBED RIGID CllllN6. T� Jan 15 ' 99 w W2.5X4 -0 BC DL O PS E ,PRODUCTS. INC. SHALLENOTABE REOf SPONSIBLE SIBLE FDACA10 TIC ANY O[TIATlo%LFROM7913 013161; FAILURIETOD z BUILD Tu TIUSSIS U COR►OANARGE MIT% TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND of -BSACIIB THIS D[SIGB C0KfORRS MIT% APPLICABLE PROVISIONS of IDS (NATIONAL CISIAN BC LL0 , F OF T%OSS[S. SPECIFICATION PUBLIsnfD BT i!t AMItICA% fOAtST AND PAPER ASSOCIATIOR) T►1. ALPINE 14-0-7 I 12-3-1 I 12-0-8 D UR .FAC . 1.25 [ACs FAC[ 0► I$ IS. AND UNLESS OTH94MISE LOCATED OR TRIS DESIGN. ►osilloR CONNECTORS ►[B t!O/ESSIOtAI [tl6lit [AIMS ORANIl9S 1B0 A•I. TML SEAL ON THIS OAA%UC 1NDlCATC3 ACCEPTANCE Of BESPOISfIlLITT SOLELY FOA Tot TRUSS CDWONINT ofS1611 SHOWN. Yet SUITABILITY AND USE Of TBI& l�p `.rytl_ �(p COMPONENT FOR ANY PARTICULAR BBILDING IS TRE RESPONS111lITT Of THE BUILDING DESIGAIR. PER 38-4-0 Over 2'Supports r� '18J W-3. R-1535 W-3.5" 1 C c%j na TVA ATninn Unvo TPI -95 Design Criteria: TPI STD CA - 1 rn f77 ALPINE I��Saa MN%,eas 9R� � "MARRING"" TRUSSES B[ONTRE 11TA[xE CARE IA FABRICATION, utDLING. SHIPPING. IASTALLTNG AND BRAOIl6. BEFCR TO H[8•91 (BAULING INSTALL156 AND !RACING), PUBLIStl" BY TPI (TRUSS PLATE MI 51719). FOR SAFEAV ►PROPERLY PRIG! TO � y(� TC LL ` 6 •V' P S F (� � IMStITIII gas D'OROfs10 VA.. SBITE 200. MADISON• ►EsfORIU16 TREst FUNCTIONS. otl[SS OTHERMISE INDICATED. TOP CHORD SMAII NAVE PROPERLY AiiACBED RIGID CllllN6. T� Jan 15 ' 99 T C D L 1 � STRUCTURAL ►A%Ct$. BOTTOM CH410 St►LL HAVE ► PRO►EALT ATTACHED ALPINE BC DL O PS E ,PRODUCTS. INC. SHALLENOTABE REOf SPONSIBLE SIBLE FDACA10 TIC ANY O[TIATlo%LFROM7913 013161; FAILURIETOD 05 BUILD Tu TIUSSIS U COR►OANARGE MIT% TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND of -BSACIIB THIS D[SIGB C0KfORRS MIT% APPLICABLE PROVISIONS of IDS (NATIONAL CISIAN BC LL0 , F OF T%OSS[S. SPECIFICATION PUBLIsnfD BT i!t AMItICA% fOAtST AND PAPER ASSOCIATIOR) T►1. ALPINE TOT. LD. 38.0 P S F Cal1ECi0ts ARE HAVE Of 20CA ASTM A6S1 GR40 RA1T. STEEL. 910EPT AS $DIED. A?iLY CONNECTORS TO IN D UR .FAC . 1.25 [ACs FAC[ 0► I$ IS. AND UNLESS OTH94MISE LOCATED OR TRIS DESIGN. ►osilloR CONNECTORS ►[B t!O/ESSIOtAI [tl6lit [AIMS ORANIl9S 1B0 A•I. TML SEAL ON THIS OAA%UC 1NDlCATC3 ACCEPTANCE Of BESPOISfIlLITT SOLELY FOA Tot TRUSS CDWONINT ofS1611 SHOWN. Yet SUITABILITY AND USE Of TBI& l�p `.rytl_ �(p COMPONENT FOR ANY PARTICULAR BBILDING IS TRE RESPONS111lITT Of THE BUILDING DESIGAIR. PER SPACING 24.00 ANSIITPE 1.1!96 SECTION 2. tale —.1875"/Ft F R427--62525 ATE 01/15/99 t#* CAUSR427 99015005 V,IOG AEB/GWH 1 100049 I`Ota� E . D t (4HbRNsATR;'BLORS9HOR'N JOB - TSC 40'0-1/2 CUFF HIP ) TOP. CHORD2X4 BOT CHORD`t2zi„DF=141 . WEBS 2x4 `DF -L �St"andard N N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER. -IS RESPONSIBLE FOR CONVENTIONAL FRAMING. N IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC h BC.8 720.00. OC. o IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00. OC. W4X40 W2.5X4 e 6 f W2.5X4 0- (A) A W3X8 TO 0 na o. r w 1-2-3 w 1-4 W5X6 0-6-0 W3X4 to THIS DWG PREPARED•FRON COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. X) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 Ea W7X8® W3X14alo —1 6 (A) � . W1.5X4 ■ W3X8 W8X8 sa W5X8 a W3X6 E3 W1.5X4 i c5 W1 -5X4 M C=I POT SHELF FIELD CUT TO A MAXIMUM UNSUPPORTED z 14-4-7 LENGTH OF 2-9-0 138-3-9 W2X6j t�. T6C W2.5X4(A1) a I +B-0-0 -4 '1 11.11 36-5-0 15-8-b 38-4-8 Over 2 Supports 419 I R-1382 N-5.5' R-1534 W5” Qx ,CR imp `." lox, PLT TYP. Wave TPI -95 Rl --• Design Criteria: CT TPI STD ACING. R TRUSSES lEOYJtE ENTREME CALL IN ►AOLICATION. HANDLING. SHIPPING. INSTALLING AND N[/E4 TD r1R•91 OIALDL1NG.iNSTALLIM6 AO BRACING). PUBLISHED 0T TPI (Vaasa rlAtt INSTITUTE ILSTITOTE. SN D•OA0FA10 OR.. Sol" 200, MADIS04- rl $7119), 19 E ,�v� CA - 1 - �SC1 —,1875" Ft TC LL 16.0 P$ "� E� R- C77 FOR SAFETT PRACTICES PRIOR TO PfR/ORMI10 i"[SE FUNCTIONS. UNLESS OTAEANISE 111DICATED, TOP CHORD SMALL HAVE FLOPERLY ATTACHED STAICTNAAL PANELS. LOTTO" CHOW Z_ _ 11653 C77 SHALL ■AT[ A FRO/IPPV ATTACtlED•RIGID CEILING. '�INGORTAII'F`" /UHLl ill A COPT 0► THIS DESIGN TO 701 INSTALLATION CONTIUCTOL. ALPINE pi1NEELW /toortT=.'ILC• SMALL LOT 0E RESPONSIBLE /a ANY OEY4ITION FROM THIS DESIG/; Alf fAllUtt TO BUILD TRE TRUSSES •99 ..O TC p L 15.0 p $ A TE�,3 v0�*9/99 „ e v B C D L 7.0 PSF 1N C0Lf0R"ANCE MITI TPT; OL PAOLICATIL6. RANKING. SHIPPING. INSTALLING AND ALPINE BRACING OF TLYSsf=• THIS DESIGN W CA�USR;27 9��O6B006 Oc:• C011DAMS MITI APPLICABLE PROVISIONS OF LDS (NATIONAL 01SI6N SPECIFICATION PUBLISNED IT IN[ AMERICA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONAEOTOLE ' BC LL 0,0 PSF CA•FfIG AeB%kcwc A At MADE OF EDEA ASTM A655 6140 GALT. STFEL. EXCEPT AS NOTED. U►LT CONNECTORS TO EACH FACE OF TUBS- AND $$LESS OTHERNISE LOCATED ON THIS DISKS. POSITION CONNICTDAS FIR OLANIRGS 160 A-1. THE SEAL ON THIS DAAHINC INDICATES ACCEPTANCE 01 PROFESSIONAL fig RING 604 im AEs►ORSINIL ITT SOLELY /OR TRE TRUSS CO�DONERT OESI6A SHonl. Ttl[ SUITAI ILITY ANO DS[ OF Tgts C0M►OLERT FOR ALT ►NAVICULA RUILDINI IS THE 41SPOISIBILITT 01 THE OUILDINC OESISIEL, DER ASIFTPI 1.1595 s1CTI0I I. 70T. LD. 38.0 PSF SEQN D U R .FAC . 1.2 5 FROM MD SPACING 24.0" - •HO4N,;9TR`BLDRS HORN. JOB.- T7N,.40.0-1/2 COFER) ' TOP., CH0RD:<2z4' -NF=L -#I i 807`00%620 .OF -L+#1..- `WEBS 2x4'DF -L Standard :Wl 2x6 DF -L #2: N.. N C" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w 10 PSF BC LIVE LOAD PER UBC. N •• O r C— C O W2.5X4 W3X6-o W2, 5X4 o r- W2.5X4 o A W4X6 6 0 a w 1.2-3 Wl . 4 W5X6 � 0-6-0. w W3X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTED BY TRUSS MFR (Aj CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00` OC 8 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X6 Es I W4XA4-4-So W3X6 0 6 W3X14 -t� wW2.5X4:3 W6X8E� z W2.SX4 >3 � WSXBe W3X6 Es Wl'.5X4 IU z W1,5X4 Io POT SHELF FIELD CUT r^� TO A MAXIMUM UNSUPPORTED z 18-4-4 LEN TH OF 2-9-0 20-0-4 IQ '1-11 B 36-5-0 R�1382 N-5.6 ■ 38- �4-8 Over -2 Supports -----��, `-". PLT TYP. Wave TPT-Q9%Q W2.5X4(A1) in 0-8-0-0 W2.SX4 @ --1-(y-8-j 534 H-.5�.!5y --. C731Ipy C7) ---� C7) ALP INE ceI y,,,,P,,�,� Fe S�G....� y�p � Y CA 93>�8 ���� �� �rllerTa: IrI a1u REQUIRE [N —WARNING—TREME CARE 11 FAOR7CAT[01, MANGLING, ySNIPPING, ItlSTALLINO ARD N[FLN TO NIN•PL (II. SUITE goo. 16 AND BRACING )• PNBLISHED BY TPI fiNUSS PLATE INSTITUTE. INSTIT9iL, SBS D•ONOft10 Dt., SY[TE t00, PAC $ON- YI 63719)• FOA SAFETY PRACTICES 1NIDA TO fSUDCTBIAL PINFORMING ANELS. EDITOR C9040EIUALLYA ESA PROPERLYATTACHED RIGID CETOP CIORD LIlIN6 VE PROPEtIY ATTACHED •IMPORTANT■ FURRISN A CDPY Of THIS DESIGN TO TIE IRSTALLATION CONTAAOTOR. ALP71E EIGIIEERED PAOOUCTS, INC, SDRC NOT BE RESPONSIBLE FOR AST 0111ATIM FROM TITS DESIGN: All FAILURE TD BOIlO TRI TRUSSES IN CON►OAMANCE HITM TLE: 01 FYIICATING, HANDlItO, SNIPE LNG, INSTALL ItG AND SPIASAC[RG or TND1fEt, tNlf DESIGN CONFORMS NIiY APPLICABLE Pt0PIS10Rf Of NDS (NATIONAL O[SIGR f►ECIfICATION PUBLISHED By TIL AMERICAN FOREST AID PAPER ASSOCIATION) AMC TPI. ALPINE CORRECTIONS ARE MADE OF FOGA "IN Rau p10 GALT. STEEL, EXCEPT As NOTED. APPLY CONNECTORS TO LACI PACE Of TIBSf. AND UNLESS OTNEtY[SE LOCATED 01 THIS DESIGN, POSITION CONNECTOR$ PIR DiANINOf 196 A•1. TML SEAL ON THIS CRANING INDICATES ACCEPTANCE Of PAOfESfIONAL EYG[NLERIIG toMPOrENtI►Ol ARYLITY L►ANTIaLAAELY FDA LR1TlD[RTANIS CO>501TIETRE$►OSSl9Il015161 ITi of THE SUI721 TABILIDESI,IOIEtSE OFF TRIS AIS)/TPI 1.195S SECTION E. 19TtU$SES E�6_ _qf� Co_ 99 "'Ls � * - CA/-/1 -^FA�►P' _ TC LL "10 'Pt- TC DL 15.O-RSF (� a �: BC DL 7.0"=`PSF '; BC LL 0.0 PSF TOT.LD. 38.0 PSF Scale -.1875"/Ft. �I�FpF R427--11657 DA7 03/09/99 o.. UR+.1� d1USR/27 99068013 CAS G AE8/CWC S'EQ71 d?1 1 B SO DUR.FAC. 1.25 _ FROM ¢MD SPACING 24.0' w; N N Iz. (EiaHORN-BTR BLDRS HORN J08 - T7AN 4010-1/2 COF TOP CHORD 2x4 OF -L #1 90T CHORD 2z4'DF-L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. N O l2-) C O Z H W2.5X4 U :=D W5X4(R) x A w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS1 'IIRNTTTtn Dv r- .. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00. OC & BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6 142.5X4 o W3X6 ,si? W3XG 2 W4X4 a W2.5X4 6 6 r•I Al - `." PLT TYP. Wave TPI -95%R ^+ ••YAAtlItlB•• Tc jr IUSfEf AtOYINt EXTREME CARE 10 ►LLIICATIOD.e HANOI 1C Criteria:in SM[PP11G1NSTAlLY 0 AND I BRACING. REFER TO AIH•91 [HANDLING-liSTAtLIHG Rio BRACING PUBLISHED 9T TPI C73 INSTITUTE. $A3 D•OHOFt10 ON., SUITE ROD- MADISON. WE $3719), FOR SAFETY [RACTICESDPPRIOR TO CT ►EN/OHIIIRG TtlESE FtlACTIONS. UNLESS OTHERWISE INOIC►TEO, TO► CHORD StlAll HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CNOAO SHALL NAYS A PROPERLY ATTACHED AEG10 CEILING. ^' PRODUCTS. T C FURNISH A COPY O► THIS DESIGN TO THE INSTALLATION COIRAACIOI. ALPINE ENGINEETO RED ILDTIETAUSSIS IN CONFORML NOT Of ANCCEEOWITHLT►1:ONu►ABAICATIHG� HANDLING. SNIPI)OB, AIiSTALl1AGEAAD ALPINE FROM .OHACTHA 0/ TRUSSES. 7"S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS [NATIONAL DES7G4 LAJtp fPEtl►ICATION PUBLISHED AT TOE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE CONNECTORSAAEMADE0/FOOLASTMAbf3GR40HALV.STEEL. .EXCEPT AS NOTED. APPtY CONNECTORSTO EACHFALL0►TRUSSANDUNLESSOTIIERYtitLOCATED OATHISOES16N.POSITIOY COii[CTOAf PEA �____� p,,,,I,,.,. AESPOSSOHAYINUf 160 A•1. TYE SEAL OA TWLS OIAYIAG 1NDICATE3 ACCEPTANCE 0► PROFESSIONAL ESCIREEAIBG `(,A-� �' —PONEA7)►OA ANY PAATICUILLEBUIlD7116 SI TRUSS OTMETR[S/OAS1NIl OISIGN ITV 01 THt BUILDING OtfAND USEOFTHIS AHSI/TPI 1.1955 SECTION X. 19 6 �... W3X14 / W3X6(Al) -8-0-0 W1.5X4-IU W2.5X4 -0-4 —';4 WSX6to 0-6- W-5�5a• cw�T z W3X6 (Al) s W5X6 W3X4m W2.5X4 E3 W6X8 a W5X8 a z DL 15.0 PSF TE ' W1.5X4 N w 1 -a -o 0.0 PSF CA t{ -NG AE.µ POT SHELF FIELD CUT W3X6 = z DUR.FAC. 1.25 FROM MD - A MMAXIMUM9UNSUPPORTED a. 20-0-4 LENGTHTO d 2-1.9 -6-0 36-5-0 R-1631 W-5.5' 40 -0 -8 -Over 2`Supports ` `." PLT TYP. Wave TPI -95%R ^+ ••YAAtlItlB•• Tc jr IUSfEf AtOYINt EXTREME CARE 10 ►LLIICATIOD.e HANOI 1C Criteria:in SM[PP11G1NSTAlLY 0 AND I BRACING. REFER TO AIH•91 [HANDLING-liSTAtLIHG Rio BRACING PUBLISHED 9T TPI C73 INSTITUTE. $A3 D•OHOFt10 ON., SUITE ROD- MADISON. WE $3719), FOR SAFETY [RACTICESDPPRIOR TO CT ►EN/OHIIIRG TtlESE FtlACTIONS. UNLESS OTHERWISE INOIC►TEO, TO► CHORD StlAll HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CNOAO SHALL NAYS A PROPERLY ATTACHED AEG10 CEILING. ^' PRODUCTS. T C FURNISH A COPY O► THIS DESIGN TO THE INSTALLATION COIRAACIOI. ALPINE ENGINEETO RED ILDTIETAUSSIS IN CONFORML NOT Of ANCCEEOWITHLT►1:ONu►ABAICATIHG� HANDLING. SNIPI)OB, AIiSTALl1AGEAAD ALPINE FROM .OHACTHA 0/ TRUSSES. 7"S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS [NATIONAL DES7G4 LAJtp fPEtl►ICATION PUBLISHED AT TOE AMERICAN FOREST AND PAPER ASSOCIATION) AHD TPI. ALPINE CONNECTORSAAEMADE0/FOOLASTMAbf3GR40HALV.STEEL. .EXCEPT AS NOTED. APPtY CONNECTORSTO EACHFALL0►TRUSSANDUNLESSOTIIERYtitLOCATED OATHISOES16N.POSITIOY COii[CTOAf PEA �____� p,,,,I,,.,. AESPOSSOHAYINUf 160 A•1. TYE SEAL OA TWLS OIAYIAG 1NDICATE3 ACCEPTANCE 0► PROFESSIONAL ESCIREEAIBG `(,A-� �' —PONEA7)►OA ANY PAATICUILLEBUIlD7116 SI TRUSS OTMETR[S/OAS1NIl OISIGN ITV 01 THt BUILDING OtfAND USEOFTHIS AHSI/TPI 1.1955 SECTION X. 19 6 �... W3X14 / W3X6(Al) -8-0-0 W1.5X4-IU W2.5X4 -0-4 1875' Ft �/; -11655 0;30 9_/__99 7 29068012 8./CWC a I R-1512 W-5�5a• CA/- 1 -`� - - F �5-e a. l•<e., . TC LL 16.0 PSF REF*'44;2 TC DL 15.0 PSF TE ' BC DL 7.0 PSF W cAusRf BC LL 0.0 PSF CA t{ -NG AE.µ TOT. LD. 38.0 PSF SEAN - 8 DUR.FAC. 1.25 FROM MD - SPACING 24.0' 1875' Ft �/; -11655 0;30 9_/__99 7 29068012 8./CWC TOP CM BOT CN! N ui Ic"J :W17 2; I,,BW BLDRS,HORN JOB.- T8.40'0-1/2 STEP) t0, 2X41DF-L' #1 i5'6x4mDF-L.Stantlard `WS. W26 2x4 OF -L #1: i• DF -L #2: ` �IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. O In L O Z W1 5X4 W3X6 io 6 r— W3X6 6 E~ W6X12, N ca 0 a HS616 E3 2-W3X A 0-0 ri z W2.5X4(A1)`-im, W3X8W1.5X4 B x W2.5X4 o 20-0-4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.12` DUE TO LIVE LOAD 'AND 0.16` DUE TO DEAD LOAD. (A) -CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W5X6 E3 W2X4 M �g LO T W17 1-2-3 *8-0-0 YIUAU v I I� W2. 5X4 a a 8-7-8 12-3-8 14-0-0 3- -8 '-r'' �..� i 38-4-8 Over 2 Supports ,.►, I R-1534 N-5.5• R-1382 H-5.5' � Ls PLT TYP. High Stren > th Wave TPI -95\R Design Criteria: TPI STD 19.Oa7 -.1875-/Ft. f97--11660 3/09/99 ;R427 99068015 AB/CWC SEAN - f f889 FROM. MD --NARNINO-' TROSSES MEOU[R[ EN7RIKE CARE 12 ►ABRICATIOI. YAROLIRO, SHI/P 110, IRSTALl1N6 AMO Q) aIACINN. WIN TO HIO.91 (NAROLIHG•1MSTALLING AND BRACING), PUBLISREO SY TPI (TRUSS PIAT( IRSTITOTC. 561 0.0RORIO OR., SOI TC C00. PIADISO/, H1 SN719), f0R SA►tTY PRACTICES a$ t �OFESS(e.,_ TC LL 16.0 P $P Q) P1101 TO P(RIORMl1R TR[sc f1HCT10a5. UIL[Sf OTHERYI$E INDICATED. TOP CHORD t RAPE PADPERLY ATTACHED STRUCTUMAL PANELS, /0170" CHOIR SHALL HAVE A PROP91LY ATTACHED 2I610 CEIIiIG. .'IMPORTANT-- Ay ww W. P TC O L 15.0 P S F FOINISH A COPY 0► THIS DESIGN 70 TRE INSTALLATION COITIACTOt. ALINE ENG1aEEaED '99 PRODUCTS, INC. $BALI NOT at RESPONSIBLE FOR AHT DEYIA7I0N iROM THif DE SION; ANY FAILURE TO B C D L 7.0 P S F Qj ALPINE BUILD THE TRUSSES 11 COHfORMANCE NITN TPI: OR FASAICATINC. HAULING. ,HIPPINO. INSTALLING ANO uAeIHG OF TRUS SIRTHIS DES 18N COMf01MS WITH APPLICABLE PROVISIONS Of HOS (NATIONAL Cgs OR SPECIFICATION PUBLISHED Of THE AMERICAN S�mM B C L L 0.0 P S F o� fORIST AND PAPER ASSOCIATION) ARD TPI. ALPINE CONNECTOR$ ABC MAOI OF COGA ASTM ABS) 6940 CAL. STEEL, INCEPT AS NOTED. APPLY CONNECTORS TO LACK FACE TOT. LD. 38.0 PSF jp q y Of TRUSS. AaD UNLESS OTNERBISE LOCATED Ol TNIS OISIGR, POSITION CORRECTORS PER ORANIND$ 160 A•2. THE ,CAL ON THIS DIANUC INDICATSHOUR. THE ES ACCEPTANCE 0► PROFESSIONAL ENGINEERING COMPONENTIFBI ANY LPARTICULAR IBUILDING O ISOTHETRESPONS1a1LITY 0► THE BUILDINGIDESICIERS[PER THIS - Elm, 1.1905 SECT701 I. DUCT - FAC'. 1.25 SPACING 24.0" -.1875-/Ft. f97--11660 3/09/99 ;R427 99068015 AB/CWC SEAN - f f889 FROM. MD `(BBHORN- TR BLDRS HORN JOB - TSA 40.0=1/2 STEP ) [TOP CHORD 2x4 DF -L #1 CHORD 2x4 DF -L #1 CIX WEBS 2x4 DF -L Standard -W5 W16 2x4 DF - THIS DWG PREPARED F40H COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.. - CALCULATED HORIZONTAL DEFLECTION IS 0.11- DUE,TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. C\j PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. OS CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER o IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO DEFLECTION MEETS L/240.DO LIVE AND L/180.00 TOTAL LOAD. BRACE TC G 24,00' OC & BC @ 72.00. OC, N 10 PSF BC LIVE LOAD PER UBC. 0 Ln 0 W5X6 e W1.5X4 11 W1.5X4 M W3X6io 6 r— W4X4 (R) t4► (p W6X12 o r, W5 0 Tx f1. HS616 2 O-OW3X10Ga 1-0-0 w W6X8 z W3X6 (Al) arl W3X8 a W1.5X4 AI W2X4 W z W2.5J(4 0 w ILL. o w 20-0-4 C4 8-7-8 1 12-3-8 I I `0-0-8 Over 2 Supports=- R�1612 PLT TYP. High Stre Ith Wave TPI -95 R Desi OLn Criteria: TPI STD �• YAIIK IKG•• TRUSSES NEja i EXTREME CARE IM ►A0RICATIOM, tlANING, fNIP![MD, INSTALLING, MD 1 OAACIBG. REFER TO NIB -91 (HANDLING 'INSTALLING AND BRACING), PUPLISNED BY TPI T C7>t INSTITUTE, S03 D'ONOFBIO DR., SUITE E00, MADISON. NI (TRUSS PLATE SfT19). fOfoil SAFETY ppACTICTS PR IPA TO 07 PER►OAMINO THESE FUNCTIONS. BILESS OTMERVISE INDICATED, TOP CHORD SMALL HAVE PAOPEALY ATTACMED 'CT STRUCTURAL PANELS, BOTTOM CMOND SBAII tlA/! A Pl0►[RLT ATTACHED AIDED CEILING. 1MPOATABT� ►ORMIitl A COPT Of TRIS,DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNALL NOT It RESPOASIBLE FOR ANT DEVIATION FROM TRIS DESIGN; ANY FAILURE TO 7h� A BUILD TIE TSOSSIS IN CONFOINANCE KITH TPI; OR FABRICATING, MANDLING, SH1►PENO, I11 AIII VI AND -P1 L P I N E BRACING Af TRISSES. THIS max CONFORMS NITN APPLICABLE PAOVISIOAS Of NDS (NATIONAL DCSIGN SPECi►ICATIOB fOBLInID OT TMC AMERICAN FOREST AND PAPER ASSOCIATION) AND TRI. ALPINE a CONS[CTONS ARE MADE OP FOGA ASTM A653 U46 GALV. STEEL, EXCEPT AS NOTED. APPLY COAMECTUT TO RICH DRIVINOG$$ 160 A-1. OF , Alto THIUS�Eµ s0�T7�ISISE DlAN1 OTINDICATEfED on fAttE►TANCEOO►TION fRO/E S570MAL�E ENGINEERING L1O F�Llneeted� �. REStONSIOILITV fOLELY FOR THE TSNSS COMPONENT DESIGN SHOVN. THE SUITABILITY AND USE OF THIS p COMPONENT ►OB ANY PARTICULAR BUILDING IS THE RESPONSIBILITY of THE BUILDING DESIGNER. PER AMSIITPI 1.1995 SECTION 2. W3X6 l 5 X 4 4�p --1 6 W2.5X4 a W3X10 S W6X8 as W3X6 (A1) m W6X6 z -a 4 / 8-0-0 W5X6/a R-1531&1,5 -, —/>, 19 CA - 1 - - - �Sca`1er9A.1875• Ft E � • 99 'O dd ia0m'io * TC LL 16.0 PSF TC OL 15.0 PSF 8C DL 7.0 PSF BC LL 0:0 PSF TOT. LD. 38.0 PSF REFrR�4"2±1� -11658 .OAT V'), 03 09/99 D pp6AUSR442J�990= 68014 CA -EN Gf�"$,CWC SEQN'- 11887 DUR.FAC. 1.25 FROM MD:. SPACING 24.0' (PHORN-STR BLDRS HORN J08 - T9 40'0-1/2 STEP HIP TOP CHORD2X4 OF -L #1 BOT CHORD,2z4 DF -L #1 WEBS'2x4 DF -L Standard :US 2x4 OF -L 1 N N 'PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. �} 10 PSF BC LIVE LOAD PER UBC. o BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. o ' W4X4 6 W2.5X4 a W4X4(R) A W6X12 W3X6 0 /(A)•, N5 0 ce ' A HS616e2-0-0 W3X10ir3 1-0- w a W6X8,a C=3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.11 - DUE TO LIVE LOAD AND 0.16- DUE TO DEAD LOAD. (A)—CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. J DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC & SC @ 720,00" OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00. OC. W7XB (R) 4, W3X14 x W3X6(A! 6 . W3X813 W1 -5X4 I0 W1. 5X4 N x W2.SX4 0 C=3 c�a _ z 16-0-7 8-3-9 W2.SX4 ft —1 6 0X60 W2.SX4 W4X12 s W2.5X4 la W8X14 s 4 '— �8-0-0 W5X6 s W3X6(Al) ia IL e�.oj 8-7-8 12-3-8 I 14-0-0 a•o-o ti R-1512 N-5.61 21B ti 40=0-8 Over -2 Supports - i R-1531*Wy 5.5- w �.p . yam "'. PLT TYP. High Stren th.Nave TPI -95 R Design Criteria: TP•I STD TRusus Re6/CA/-"1 19. ` ��� • •-IWtrtNO" CT 1 --Pr A L P I iV E . ~ � aE ETTNEHR CARE 11 FABRICATION. IMOLING. SNIPPING. INSTAIiNG AND •NRACING. R[FEN TO KOF410 (HAWING INSTALLING.MADS AND ERAC(rp. ►118LISMID IT TPI CYRUS$ PLATE INSTITOtI, EES O'Or0►R [0 Oq., ftl1TE 200, MADISON. YI $S11T), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE -FUNCTIONS. OBLESS OTNERNISE INDICATED. TOP CIONO SHALL HAVE PROPERLY ATTACHED mACTWAL FARELS. 00tt05 CNG/ SMALL RATE A PIOPIRLY ATTACRED RIGID CEILING. •"WILATART-• FUNNISI A COPY OF THIS DESIGN TO THE INS7ALLATIOr CONTRACTOR. ALPINE ENGINEERED PROOWS. INC. SIALL��NOT.OE RISPORSIELE FOR ANY 011, 1102 ROM THIS DESICM{ ANY FAILURE TO ERILD INC TNDSSIS Ir.CGNFG&MM" PITY TPI: OR FABRICATING, SMILING, SHIPPING • INSTALLING AND ON►LING OF TROSSES" TIT$ DESIGN CONFORMS Nlin APPLICABLE PROVISIONS OF NDS ENATIONLL DESIGN SPICI►ICATION PUILISNED-NY THE,AMFAICAR FOREST AND PAPER ASSOCJATIOI) AND TPI. ALIOI CONN[CACEYr T USS. •AF-90GA ASTM ArES Sj tut. STEEL. EXCEPT AS NOTED. APPLY CONXICTGNS TO CACI FACE OF TROtt, '#ND tl1l[S9 DTHENYISE LOCATED ON THIS DISIGN. POSITION COrrtcTORS PER ONAYIIGi 1N0 ASI. THE SEAL ON THIS OGANING INDICATES ACCEPTANCE Of PROFESSIONAL EssINEENING RESPONSIBILITY SOLELY: FOR TNI TRUSS COMPONENT 019164 SHDYN. THE SUITABILITY AND USE OF THIS COMPONENT FDR ANY ►µT1CULY BUILDING 1S 71E LESP6YS111LITY OF THE BUILDING DESIGNER, FLA ANSI/TPI 1-199S SECTION I. FEibYQ,Rr g Cp- -�p egg .e CY1B49 # � • TC LL 1 PSf ' TC DL 15.0 PAS 8C DL 7.0 P$�F 8 C LL —0 : 0 PSF TOT. L0. 38 :0 PSF a e —.1875 Ft . RE 427--1166 3 ��Y1�1;E� 3/09/99 6{�RW.: � _ a'�! 9068016 l►- E rib e B / WC SEQ_060-- 1`ls6 D UR . FAC. 1.25 FROM SPACING 24.0" •(BBNORN-d TOP 'CHORD? SOT CH61161 61L, DRS HORN JOB, - T10E40.10-1/2 STEP HIP i X4^ OF -L. 1 T3 2i4,DF-L #1dBet.: i44DF-L'¢1•~:83 2X4`.DF-L 1EBet.: \ 7E - 4X4 'DF' -L•: Staf Bard :W6, W7. W11 2x4 DF -L #1: C`7 r PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3: BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. N IN LIEU -OF RIGID ,SHEATHING USE PROPERLY ATTACHED PURLINS TO LC)- BRACE,TC m 24.00` OC 6 BC 0 720.00" OC. c— 0 3X14 ea E W3X14 8 C-) • 0 6( a w A .w i OMG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 01(A)jCONTINUOUS LATERAL BRACING EQUALLY SPACED' ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00" OC. W3X6 W3X4a W1.5X4 ia WSX12 al z W3X6 (Al) W4X4= W4X6 - W7X6:a HS616 m W2.SX4 o W1.5X4 W z w 11 w x 8-0-7 24-3-9 T 1 0 6 W3X6(A1) a W5X14 0 W6X4 a W2.5X4 e 8-0-0 W1.5X4 d 1(t ¢ -11-0 7-7-0 111-6-8 I I40-0-8 Over- 2 Supports R-1522 W-5.5" -�--- z W3X6 (Al) W4X4= W4X6 - W7X6:a HS616 m W2.SX4 o W1.5X4 W z w 11 w x 8-0-7 24-3-9 T 1 0 6 W3X6(A1) a W5X14 0 W6X4 a W2.5X4 e 8-0-0 W1.5X4 d 1(t ¢ -11-0 7-7-0 111-6-8 .-�-o I40-0-8 Over- 2 Supports R-1522 W-5.5" -�--- R-1521 W-5.5" � g .00 PLT TYP. High Stren th,Wave TPI -95 R Design Criteria: TPI(STD 'YARN 19. p� ItlG'" TRNSStS REQUIRE LATRINE CARE SN FABRICATION, HANDL 1110, StlI►PISO, INSTAL LIMB AND 6RAclNG. REILt TO Y10.91 (tlANDLINC INSTALLING AND BRACJNO), FU6LISNEO BY TPI (TROSS PLATEEi�OIr_ INSnTSTf, SBS O'ONO/RIO DR., :UI TE 200. MADISON, WE SA719). FOR $AFETY PRACTICES PRIOR TO PE11foa _�'f� F18 TC LL 16.0 PSF 44 a ', REF �}2 -,,- p7 pT �--. NG TNtu FONCTIONS miss OTHERWISE INDICATED, TOP CACAO SHALL NATE PROPERLY ATTACHED STRUCTOtAI PANELS' NOTTOM CHORD SNAIL HAVE A "OFFALY ATTACHED RIGID CEILING. - •IMPORTANT— FURNISH A COPY OF TRIS OE31GR TO TWE INSTALLATION CONiRACTOt. µF=M[ fNGISEtaE0 ►RODDCT=C INC. SHALL NOT SE REf►ONSIBI[ FOR ANY '99 i0 TC DL 15.0 PSF DATE 03 +� OCYIAT101 FROM THIS DESIGN. ANY FAILURE TO - BUILD TIC 7lOtStf IN CONFORMANCE WITH T►1: BC DL 7.0 PSF DR W CAUS 7N! OR FABRICATING, HANDLING, SNIPPING, INSTALLING ANO ALPINE �•�I.G DF TR.=fI=• THIS DESIGN CONFOAMS MIT- AI►LICASLE /ROYISIONS OP ND's (NATIONAL DISlu SPECIFICATION >0 BC LL rsi PUBLISHED AT THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE MADE Of 20" ASTM A633 U40 "LY, STILL, EXCEPT AS NOTED. `�i * 0.0 PSF CA -ENG A B APPLY CONNECTOR= TO EACH FACE OF TNOSS, AHD UNLESS OTNtRWISE LOCATED OS This DESIGN, POSITION COANECTORS PEA ONAIIINGf 160 A-1. TN[ SEAL ON THIS DRAWING INDICATES ACCEPTANCE 0► PROFESSIONAL ENSINIERIBC NENT DESIGN Silame. �°d p1t1�OC� euoN�Poieiisioi Ar�YiiiTicuLATi euiioiNG ISTHE RESPONSIBILITY OF TTHE HE BUILDING IOEZ.=I6M(gSEPfq TRIS G95828 usl�»t I -if 9s nPARTI UL C TOT. L0, 3B.0 PSF DUR.FAC. 1.25 SPACING 24.0" SEAN - 1189 FROM MD t (B:TRHORrBTR BLDRS /. HORN - T-11`HIP..'[6'SBI[2-PL TOP CHORD 2x4 OF -L•#1 :T2. T3'90'0-1 SS: BOT CHORD 2x8 DF -L SS WEBS 2x4 OF-L"Standard :W14 2x4 OF -L #1: Lt S11der 2x6 OF -L #2: BLOCK LENGTH - 1.833' T7r (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. N rn.DDITIONAL LOADS d ----.(LUMBER DUR.FAC.-1.26 / PLATE OUR.FAC.-1.25) 'C - 390 L8 Conc. Load at 34.00 Tj -C - 2691 LB Conc. Load at 19.88 BC - 482 LB Cone. Load at 22.00 BC - -440 LB Conc. Load at 24.00 B6 -'.--398 LB Conc.- Load at 26.00 BC -, 3SS LB Conc. Load at 28.00 BC - 312 LB Conc. Load at 30.00 BC -" 46S19 Conc. Load at 32.00 SC/- 427 LB Conc. Load at 34.00 (H)REM CONNECTION_FOR TRUSS T-14 FRAMING FROM THE BOTTOM CHORD:-SINPSON HUS28.,' SEE SIMPSON CATALOG a - 4 C-98 A W3X8 W6X6 Ea W3X8 0 pa OX40 6 r- T2 W3X6 (C6) o fA w W4X6 (Al) sa z W3X10H W4X6>3 W3X8a s C.v z w W5X8:= THIS OW6 PRE PARED tFROM CO IPUTER,INPUT-(LOADS, A, DIMENSIONS) SUB)iITTED-BT,TRUSS HFR. Compl;et:e�Trus'ses-Requ.i r -ed - NAILING SCHEDULE: (0.131x3.0_9 -lads) TOP CHORD: 1 ROW ® 12' O.C. BOT CHORD: 1 ROW ® 10' D.C. WEBS : 1 ROW @- 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* f(A).;CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00' OC. RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-98. II 90# T' ► l HS814a WJX4(K) B w4AUH w4Aic1-9 6917A82#1 x4098 vv #�55#,�}�12#,�g65#�},427# 44X6(Al) 0-0-0 W3X4 IB 1( ijo 6-0-7 1 28-6-13 I_ 5-4-12 _1 40-0-0 Over 2 Supports j R-3691 W-5.5' - _ R-52LO W-5.5' N PLT TYP. H1ah Strenoth.Wave TPI -95 Desi BRACING. REFER TD HI9.91 (HAAOLI9G INSTALLING AID BRACING), PUBLISHED BY TPI (TRUSS PLATE C7'f IPSTITOTE. fp O'ONOFRSO 04., SUITE 100. MADISON. 91 S3110). FOR SAFETY PRACTICES Pt10I TO PII1011149 T0151 FUNCTIONS. INLESS OTUMISE INDICATED. TOP CHORD SMALL NATE PROPERLY ATTACKED SIAUCTUTAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. L.cy -IMPORTANT"- FUINISM A COfT OF TMIS DESI6I TO 119 111TALLATIIN 0.1"CTOI. ALIKE ENGINEENED ^. PRODUCTS. INC. SMALL 007 at at, Si0lt FOA AS OETIATICI FROM THIS DESIGN; ANY FAILUII TO IUILO TIE TROSSIS 11 CONFORMANCE MITI TPI; OR FAIl1CAT196. NAHDLINI. SHIPPING. INSTALLING AID A RAG(/6 Of Tl6SMS. TIIIS 091169 CONFORMS MITI APPLICABLE f40YTSI0IS OF LOS (lAT)ONA1 DESIGN L P I N E D iPEC1,ICATI OI F9BLISNIO IT TSB AMERICAN FOREST ►ND WER ASSOCIATION) AID TFI. WINE CDUICTOIS All BADE Of IOGA &STN AM 6110 GAIL. PEAL. INCI►T AS NOTED. APPLY CORRECTORS TO EACK FACE OF TRUSS. AID UNLESS OTNIR9ISE LOCATED 01 1915 DESIGN. POSITION CONNECTORS PEA CAA9186S 160 A-1. THE 3tAl Ot THIS CRANING INDICATES AcCE►TA6Cl OF PAOFlS510RA1 lNG1NEItINI 1ESI01f11111TY SOLILT ►Ot TN[ TRUSS COMPONENT 0[41611 1909M. To[ SUITABILIfT AMD USE Of TIES ��6-""�`^"•`^"""�. b'" CODORU1 F04 ANY FANTI. Al, IUIIOING IS THE REfPOKSIDIl1TS Of TME BOILDIAS OISIGNEA. PIG SmftmUk CA 93128 AISIlT►I k-1996 SECTION I. ^ CA - '%�- � F Scale -.1875"/Ft TC LL 440 WP F a EF R427--62530 TC OL PSF LA 01/15/99 Jan 15 .9v BC DL 7.0 iAD"N 9015024 Na 06BC LL .0.0 Ps"rSAA=,F.�N'G�A B/GWH TOT.LD. 38.0 PSH' S 6A 1%%358 CIVIL DUR.FAC. 1.25 Am �gpFoR SPACING 24.0° d� a (BBHORN-BTR BLDRS HORN JOB - T12 20'10 COMM ) TDP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cam-: N O c— C O A w rz C-0 W2X41 z w L -1-8-0-J THIS OWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONSI SUBMITTED BY TRUSS MFR IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 8 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 20 PSF BC LIVE LOAD PER -UBC. W4X4 = 5X4 11 B T 1-2-3 --L +8-0-0 n. 10-5-0 890 .� d _- 19-2-0 Over 2' Su pports; R-808 W-5.5' _ — -- -- - - - -- .� R-648 W--Ss`5' `." PLT TYP. Nave TPI -95 R Design i CT Criteria: TPI(STD MARNIMOti )MOSSES AEONIRE INTHENE CARE Il 1ASIICATIOl. RAIDLING. 301/PING, TISTALLING AND—CAI-/l PIACINO. li1ER G, 810•91 (.. Salle A. SAACINN), WSLISNED OT TPI (TAUSS PLATE tNNTl1TRE. SEN O'ON011lO OR., SUIT[ E00, MAOI LOM, yI 19.0 EtSIp,�, TC LL 16,0Ps•f,� 07 SSIto), FOR SAFETY PRACTICES PRIOR TO /EIfORMIIC THESE FNNCTIOIf. UNLESS OTHERWISE 1901CATED T0► CBORD _ _'Y $MALL NATE PROPERLY ATTACNEO fTtOCTWAL PANELS. BOTTOM CHORD SUALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' IMPORTANT— ►BANISH A COPT OF THIS DESIGN TO TNI tYSTAtLAT10! COIIRACTOR, Al►1NE [Y6IY[EKED IODUCTf. INC. SMALL EDT !E RESPONSIBLE FOX ANY OCTIATION X99 TC D L 1 5 , D PSF OP pj FROM THIS DESIGNS ANY FAILURE TO BBILO TOE TRUSSES Il CORFO/Muc, WITH Tris OR FABRICATING, 1MDLIIS, SHIPPING. INSTALLING AND ALPINE BunlR OF TRD$sef. TNi$ DESISM CDUDRNS SITE A►PLICAELE PROVISIONS DF B C D L % . 0 PSF p,; EDS PATIORAL DESIGN S/[Cl►1CAT10R PUBLISHED BY 11E AMERICAN FOREST ARO ►MER ASSOCIATION) AND TPI, ALPINE CONEtCTOtf ARE MADE Of EOG ASTM AM CRYO BC LL D. D PSF eV.,...� ` f GALE. STEEL. INCEPT AS NOTED. APPLY CONNECTOR$ TO EAC) FACC Of TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COtlNECT0R5 fER ORAYiRif 100 A -I. TIE SEAL DN THIS BRAYING ISDICATIS ACCEPTANCE Of PROFESSIONAL 11,IN([NII6 C �` CORPOI[ETILITY SOLELY FOS THE TRUSS FOA ANY PARTICULAR DUILDIN60ISOnto TOETIESPOAIISIIITY OF THE lOIlDJI0N. THE IrY AND DE5 6NEItSEFOF TRIS — ANSI L•III5 SECTION E. * * ' TOT. LD.. 38.0 PSF OUR. FAC . 1.25 SPACING 24.0' oAScale —.375 -/Ft. R427--11666 03/09/99 {f0,�cAvfPr 7 99066009 A-E,N6`�_ LCWC 0 �(RBHORNsBTR BLDRS HORN JOB - T13.20.10 HIP ) • 1 .I T.OP CHORD 2x4 OF -L #1 BOT CHORD*2x4'OF-L #1 N WEBS 2x4.DF=L Standard' N Ln L2 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.37 . USE.iHISrDESI6N FOR COXMON:HIP TRUSSES IS 24.0. OC. .'0T_ D� SLOPING,TC OF .TRUSS AND JACKS.TO HIP RAFTER. N°SUPPORT.'EXTENSIONS EVERY 2.00 FT TO' FLAT TC. ATTACH L� 2z4'LATERAL BRACING_ TO FLAT TC 0 24.00•"OC WITH 2-16d NAILS '.AHD�DIA60NAL`LY,.BRACE PER HIB-91'13.2.1(FIG.33). OR DWG. CD110. 11°.,SUPPORT HIP RAFTER'WITH CRIPPLES AT 2- 9-15 OC. -1,.. Ta 0 a 9:L. A w CD4 z W2X41 w 1 L� 6-0-7 t 9-1-1 —41 L� I 19=2-0 Over 2 Supports= R-1497 W-5.51 t -- - - -- PLT TYP. Wave TPI -95 R Design Criteria: TPI S' YARHIMO** TRUSSES R[+TREME CARE IN iA041WT[ON, tlAYOIING, SNIPPING, INSTALLING ANO T- NRACINi, t[f[l TO YIO-91 91 (NAIDLIIG IN AID BRACING), PUBLISHED BY TPI (TRUSS PLAT[ Q� INSTITUTE. $03 0.0I0FRIO DR., SUITE 200• HAD150N. BI S3TI9), F04 SAfLTT P4ACT(CES PRIOR TO p) PERFORMING TY[f[ ►UNCTIONS. UllEit OTHERWISE ]INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED C7) STRUCTURAL PANICS. BOYTOR CHORD SHALL RAT[ A IROPIHLT ATTACHED RIGID CEILING. ~ 'TS Of PI DPUM. INC. SHALL LWOT B[ REEScopy PONSIBLE ►ORGINATO THE Et INSTALLATION Flom TCONTOff)6l; ALPINE ]AIL IINECGILDURE TO ALPINE :&=I THE TRUSSES SE LIN COAFONMAINCC WITH r11 OR FABRICATING. HANDLING, SINIPPINO. INSTALLING AID BRACiNB at TgOStti. THIS DES169 CONFORM .4 FABRICATING. APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN fPEC1►ICATIOII POBLISIEO OT THE AM941CAI ►O29ST AND PAPER ASSOCIATION) AND TP1. ALPINE COINECMS A41 HA09 Of tGU ASTM A653 GIGO GAIT. STEL, EXCEPT AS NOTED. APPLY CON+ECTORS TO tACO FAC[ OF TRUSS. A10 ONLt SS OTHERWISE LOCATED OY THIS DESIGN. POSITION CONVECTORS PER DRAWINrA;� ��� Inc. AISPOSI(NIUTT SOLELY TFOX IE STHE TRUSS AL 03 ICOWORENT DAWING ESIGNTSHOWNOR �EPTATHE SSUITABILITTOF OAND USE OFTHISgo�938 CON►ONEHT FOR ABT PARTICULAR BUILDING IS TBE RESPONSIBILITY OF THE BUILDING DESIGNEI. PER ANSIMI 1.1995 SICTI00 2. W3X14 iro L1 -2v O .--. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRutc 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. W 4 X 4 -.), T �3 W1.5X4-19 -0-8 R-1296 -5�.±v5'!`j • CA - 1 I - - - /-F- FTC TICLL 16.0 PSF A TC DL 15.0 PSF •99 'O 8C DL 7.0 PSF am BC LL 0.0 PSF * TOT. LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.0" `-S A .375Ft. REFAR - --11668 /09/99 bRW C US ?' 99068010 CA - 6 A W'fNC SEAN - 11905 FROM MD L— c-)- .d. T3. m Co Co c— ci z C3a CT QA rx .tnorllD-El1K DL'UKb HUKN JU6 T14L10'1 gird TOP CHORD 2x4 DF -L.#1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS -----`(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 1296 LB Conc. Load at 4.15 BC - 680 LB Conc. Load at 6.15 BC - 680 LB Cone. Load at 8.15 BC - 650 LB Conc. Load at 10.15 BC - 650 LB Conc. Load at 12.15 . .CONNECTION -FOR -ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: S•IMPSON HUS28. .SEE CATALOG C-98 ++ ANCHORAGE REQUIRED TO PREVENT TRUSS FROM SLIPPING OFF BEARING. 2--CompleTte Tr-u-sses-Required--.E �_ _ - j' y` NAILING SCHEDULE: (0.131x3.0_g_na1ls) TOP CHORD: 1 ROW @ 12' O.C. BOT CHORD: 1 ROW 0 6' o.c. WEBS : 1 ROW 0 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 III WSX4(R) N W4X4 (R) N 2.24 r— W4X4 eo W2.5X4 s W2.5X4 s3 W4X6(A1) Q 3-4-3 T 0-8-5 -0-0 W1.5X4 M W3X4 ra W4X4 a W4X4 (R) W W4X4 (R) III W4X41s --14-2-12-Over 2 Supports '+ J R-2497 W-1.5'(++) - - - ✓ R-2655 -1EE ARCO PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA - 1 - -r°' Scale —.375"/Ft. . ••YARNING• TRUSSES RIOUIGE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING. INSTALLING AND . BRACING. REFER TO 118.91 (HANDLING INSTALLING AND YNACING), PUBLISHED BY TPI CMUSS PLAT! TC L L 2 0 . 0 P S F �R E 427--13524 INSTITUTE. 383 91010FRIO DR.. SO1TE 100. MADISDN• YI 53719). FOR SAFETY PRACTICES PRIOR TOO 7 PERFORMING TRESS F1I6TIONS. UNIES1 4I.ERUlfE INDICATED. TO► CHORD SMALL HAVE PROPERLY ATTACHED TC DL 15.0 SF 1 T1 t� 03/11/99 STRUCTURAL PARIES. WOM CHORD SHALL NAVE A PROPERLY ATTACHED 11610 CEILING. Mar 11 ' 99 '•IMPORTAMY" FGRNISH A COPY Of THIS DESIGN TO TBE IMSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 P S F 0 �AU&.427 99070014 PRODUCTS. INC. SMALL NOT BE REWONSIDLE FOR ANY DEVIATION FROM THIS RESIGN: All FAILURE TO A L P I N E BUILD THE TRUSSES 11 CONFORMANCE %III T►I: OR FABRICATION. HANDLING. SHIPPJNB. INSTALLING ARD NRACIW OF T1@$$IS. THIS DESIGN CONFORM PITY APPLICABLE PROVISIONS Of 403 EVATIONAL DESIGN 05 BC LL 0.0 P S F - CA - ,� E B / GWH SPEC/ryCAT10R PUBLISHED OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►I. ALPINE CONNECTORS AGE MADE Or BOGA ASTM AGiH GRNO SUN. STEEL. LICIPT AS NOTED. APPLY CONNECTORS 7a �• ItTOT.LD. 42.0 PSF S -N X1.3748 EACH IAC[ OF TRUSS, AHD UNLESS ..U.111 LOCATED ON IBIS DESIGN. POSITION-COMNICTONS ►ER oIARIYGf 100 A•1. THE SEAL 01 THIS ORANINS INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING CNIi. DUR .FAC . 1.25 FROM ..M D • RESPONSIBILITY SOLELY FOR THE TROSS COMPONENT DESIGN $HOUR. THE SUITABILITY AND USE OF Tall CAO&X CDNPONIR7 FOR ANY PARTICULAR SUILDTRO IS TOE RESPOSSIOILITT Of THE allILDIAG DESIGNER. PERSPACING 2 4 . D ° `� t• ARSIAPI 1.1995 SECTION 1. cr c— cs c- 93-. Ca Co r_ G (40rnD-BTR BLURS MORN JOB t158)n TOP CHORD 2x4 DF -L•#1 80T CHORD'20 DF. -L #1 WEBS 2x4 -DF -L Standard PLATES DESIGNED FOR`GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. IM15 UMb YRtVARLU PRUM ,GUMPUItR INFUI (LUAUS i U1MLMbIUNb) bUUMLIItu 01 mu» nrM. �(A)�CONTINUOUS LATERAL BRACING EQUALLY SPACED ON NEM8ER. IN✓ LIEU OF, RIGID .SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24:00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 U KE I W1.5 w m cc qq - 13°11°7 •Over"2-SUpp-�� o t R-586 W-5.5' -- - - - _ L R-586 W-5.5' a 0 PLT TYP. Wave TPI - C71 C71 C71 ALPINE Sw CA 9Sffia >\R Design Criterla: TPI(SI •YARNIIH" IBM$$[$ REWIRE E17RERE CARE IN FABRICATION. NMDLING. SHIPPING, INSAALLIRO AND IIACIRG. RE 191 TO 011.11 (NUNDLING INSTAI(71G AND BRACING), PUBLISHED BY III (TAOSS PLATE INSTITUTE, 693 0.010►110 OR.. SUITE 200. MADISON, If 63719), FOR SAFETY PRACTICES PRIOR TO PERFORIIIG THESE FUNCTIONS. UNLESS OTHERIISE INDICATED, TOP CHORD SMALL RAVE PROPERLY ATTACHED STRUCT/RAI PAMIIS. BOTTOM CROID SMALL NAYS A ►ROPELLT ATTACHED 11910 CEILING, �1MPORTANT'7 FURNISI A COPY 0► 'MIS DESIGN TO THE INSTALLATION CORTRACtOR. ALPINE 11GINIERED ►IOD/CTS, INBULL or BE RESPONSIBLE PON ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TEL TMUSSES IH COB►ORNAROE LITH TF1: OR I'LUICATING. HANDLERS. SBI►PING, INSTALLING AND SMACIIR Of TRUSSES. THIS DEST6N COIFOARS MITI APPLICABLE PROVISIONS 0► IDS (NATIONAL OES16I SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER A33OCIATIOA) ARD TPI. ALPINE CONNECTORS ARE sm. or im ASTM Abp 65AD GALY. STEIL. EICEPT AS NOTED. APPLY CONNICTORS TO EACI FACE Of TRUSS, AND IILESS OTI:EMMISE LOCATED OR THIS DESIGN, ►4SITIO1 CONNECTOAS PER OtAI1IGN 160 AQ . THE SEAL ON III$ ORAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NIS►ONSIIILITV SOLELY ►O/ TRE TRUSS COMPONgT 093165 SWIM. THE SUITABILITY AND USE OF THIS COIWOIENT ?00. ANY PARTICULAR BUILDING IS TIE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANS17T►1 1.1996 SECTION E. Her 5-9-1 *8 -0-0 100 Scale' .375' Ft, TC LL 20.0 PSf= ktr, 4 7--13522 TC DL 15.0 PSF &',DAiE;rP 03/11/99 X99 BC DL 7.0 PSF OA -,WN, Qgg 27 99070013 05 BC LL 0.0 PSF CA -ENG WEB/.GWH * TOT. LO. 42.0 PSF SEON,:,-,-13734 DUR.FAC. 1.25 FROM MD SPACING 24.00 I— C-31 c—. TS. 0 rn CT .rn T� (hornb-BTR.-BLDRS'•HORN JOB - tl TOP CHORD 2x4'DF=L'#1. " ,BOT CHORD 2X4>OF-.L.'.#1, I WEBS 2x4 DF -L Standard 0-4-3 W2X4 THIS ONG PREPARED FROM -COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 8 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 11 L ----2-6-8--J f- 15-5-6--Over'2 `Supports R-791 W-5.5 _ _- -- -__- J R-507 W-5.5' FLS ITP. Wave TPI -95 R Design Criteria: TPI STO YARMINB'� M TRUSSES RE00IKE EITREHE CME IN FABRICATION. YANDLING. SNIPPING. INSTALLING AAD BIACIBG. REfGI TO N13.91 (BAWLING INSTALLING D BRACING). ►NOLISIED BY TPI (IROS! PLATE f� INSTITUTE. EB1 WONOF119 W.. SUITE 200. MADISON. N1 53719). FOR SAFETY PRACTICES PRIOR f0 �� �4 ►ENFOINIIi THESE FUNCTIONS. UNLESS OTIERHISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM pCpUMr SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Har I 1 r 9 "P:O OCTS.INC. SMAALLINOTAItDIESPOSSSIOL[ 0131161 TO THE NTRIS DESIGN. All IAILV FET 0 aBILO THE TROSS92 11 COYFORMANCL Will TPII ON FABRICATING. H►IOLING. SNIPPING. IYSTAILINR AND 6000E RACIII a TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGN ALPINE i 31ICIFICATIW PRILISKED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COMICTOIS ME MADE Of 20" ASTM ABS! GNAO "LT. STEEL. EXCEPT AS NOTED. APPLY COINICT011 TO LACK FACE Or TRUSS. AID II►ESS OTYERNISE LOCATED OM THIS DESIGN. POSITION CONNECTORS /E4 WAN INGf 1N0 A•1. THE SEAL Ol THIS OKAYING [lO1CATEi ACCEPTYCE Of ►IOFESSIONA► ENGIREERI IG NESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND'NSI OF THIS Tq"AC_T d p �' COMPONENT ►W ANT ►MTICULAR BUILDING IS THE RESPONSIBILITY Of TIE BUILDING DESIGNER. PER qP .Ci ARom I.1N0I SECTIOI 2. T15 �n 00 CA - 1 - -,k-,IF Z TC LL 20. PSF,' TC DL 15.0 Pill— BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" =Dale -.375"/Ft. RCF R427--13520 Q°ATI 03/11/99 DRCAUSR427 99070012 CA=g,'NG AEB/GWH SEAN - 13728 FROM MD P.(hornb-BTR BLDRS'HORN JOB - ITOP CHORD 20 DF -C #1 BOT CHORD 234 DF -L #1 WEBS 2x4 DF -L Standard Q;I PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m cc C0. c- 0 z w rn C7- C71 C77 0-4-3 W2X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00. OC b BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 W L-4-2 - 6 - 8---1 Wave TPI -95\R ALPINE saaamlo, WOES, SN V -14-4-13 Over 2 Supports imp R-749 W-5.5•' - ---__ _- - R-461 W-5.5' a: TPI(STO IIAtIRi.• ltf[4 TO 111-91 (NARDII IG INSTAIIIIG AMD 1XACIIG).M PUWLISWO BT TPI , (TOOLS PLATE INSTIME. SRS 0'010FR10 OA.. SMITE ROD. MA01S01. MI S3719). FOX SAFETY PRACTICES PRIOR TO PERFORNINI THESE FOICTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO SMALL RAVE PROPERLY ATTACHED STaUCTaLAL PANELS. /OTTOM CIORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT-• ►USI ISO A COPY OF THIS DESIGN TO THE INSTALLATION COITRAC700. ALPINE E1611ttlE0 1 1000CTS. INC. SHALL NOT 1I RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TIUSSEt It CORFORMAMCI MITN TPI: 01 FAMXICATEMO. NAIOLIIG. SNIPPING. INSTALLIIO AID IRACIRR OF TRUSSES. TRIS DISIBN C01fOXMi MITI APPLICABLE PROVISIONS OF RDS (NATIONAL OESIGt SPSCSI ICATION FI LISWD BY TOE AMERICAN fOXEST AID PAPER ASSOCIATIOI) AND TPI. ALPINE CONNECTORS AM MADE Of LONA ASSN A653 GRAD GALT. STEEL. 910EPT AS NOTED. APPLY CONAICTOIi T LACI FACT Of TAMU. AID NALISS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER ORAWINGS 160 R.I. TIE SEAL 01 TOSS DRAWING ISDICATIS ACCEPTANCE Of PROFESSIONAL EAGINEIIIIS SASPAISIBILITT SOLELY FOR TME TRUSS COMPORINT DESIGN SHOWN. THE SUITABILITY AND OSE OF Tait COMPONENT FOR ANY ►ARTSCRLAA BUILDING 15 THE RESPONSIBILITY Of TRE BUILDING DESIGNER. PER LNSIFT►1 1.1995 SECTION L. Mer 11 '9 TC LL 20.0 S ;k TC DL 15.0 PSFA 8C DL 7.0 PS, mD BC LL 0.0 PSF G TOT.LO. 42.0 PSF S DUR.FAC. 1.25 19 SPACING 24.00 e-.375•/Ft. R427--13519 03/11/99 ,USR427� 99070011 AEB/GWH 13726 `(hornb-ft BLDRS HORN JOB - L17) ITOP CHORD 2x4 DF -L $1 �- BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard 0 oma: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. co Ca Ca L 0 x. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS HFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00` OC 6 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 0 A r—+ $w4 0-4-3 w z W2X4 _ C-1.3 I W1.5X4 0 :2-- C=3 w W2.5X4 E3 -�� L---2-6-8 I f6 0-4-3-04—r 2 Supports R-708 W-5.5' R-414 W-5.5' w 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD WARNING• TKISSES REQUIRE EXTREME CARE 11 FABRICATION, RABBLING. SHIPPING. INSTALLING AND CT BRACING. REFER TO RID -91 (NAADLIIG INSTALLING ARD BRACING). PUBLISHED BY TF1 (TRUSS PLATE c3l. IMITATE, 907 D'ONOFIIO DR.. SHITE 200. MAD1S01. WI 97719). FOR SAFETY PLACTICES PRIOR TO Q) PEIfORII10 THESE MUMS. UNLESS OTHERWISE IIDIC►TIO. TOP C11040 SNLLL RAMI PROPERLY ATTACKED --+ STIBCTORAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEICT04. _ •INPORTANT-A FDRRISW A COPY OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL 901 It RESPONSIBLE FGR ART DEVIATION FROM THIS DESIGN: ART FAILURE TO BUILD 191 TRUSSES IR CONFORMABLE WITH TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLING ARD ALPINE BRACING Of TRUSSES. 71413 BEST" CONFORNS WITI APPLICABLE PROVISIONS Of RDS (NATIONAL 097101 SPECIFICATION PUBLISHED IT TIE AMERICAN FOREST ABC PAPER ASSOCIATION) ABO TPI. WINE COISICTORS ARE 140E OF 20GA ASTM A652 U40 GALT. STEEL. EXCEPT AS NOTED. APPLY CORIECTORS TO EACA FACE OF 14959. AND UILESS OTIERNISI LOCATED 01 THIS DESIGN. POSITION CORNECTORS PEA CIANINGS EGO A -I. THE SIAL 04 THIS DRAWINS INDICATES ACCEPTANCE Of PROFESSIONAL 10611111111?CASI 1 �' COIPOAISIT FOR ANYLPARRTICULAR BIILD1N0 IS TUSS ogTRESPONSIBILIITTY OF THE BUIL NGIDESIGNER. P92 ISIS . THE SUITABILTY AND USE Of °s1�.CAA9582EopmeW 9 - AISTITPI 1.1905 SECTION 2. Mar 11 '9 -.375"/Ft. G27--13517 03/11/99 N1421 99070010 AIB/GWH 43722 1 CA - 1 - F S' TC LL 20.0";P�'e§F ` <0E TC DL 15.0 PS.Fay "W BC OL 7.0 P SFFzr OR BC LL 0.0 PSF ;?LA TOT.LD. 42.0 PSF SE DUR.FAC. 1.25 FR SPACING 24.0' -.375"/Ft. G27--13517 03/11/99 N1421 99070010 AIB/GWH 43722 vtornb-BTR BLDRS HORN JOB. - TOP CHORD 2x4,DF.,-L'.#1 BOT CHORD' 2x4^ DF-L•#l`, Com-, WEBS 2x4 DF -L Standard rn p; PLATES DESIGNED FOR GREEN LUMBER PER -NDS -97 TABLE 7.3.3. 00 ca co O x_ E— U A O tx Q.. A W w 0-4-3 w z W2x4 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU,OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.06% OC 5 SC 0 72.00' OC. DEFLECTION MEETS . L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 H W z 4-2 - 6 - 8----J is 112-3-9 Over 2 Supports I R-667 W-5.5' R-366 W-5.5' rn 0 ^' DIT TVD Uavw TaT-QSXa Desian Criteria: TPI(ST C71., BHACIIG. REFER TO YIN -81 (YMDLIor INSTALLING ARO BRACING), PUBLISHED BY TPI (TRUSS PLATE 07 INSTITUTE. Bq D'OROFRIO Da.. SUITE 200, 11AD1SO4. NI 63710), FON SAFETY PRACTICES PRIOR TO C7� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE FAMILY ATTACHED ---. STRNCTURAL PAHEL3. BOTTOM CHORD SMALL MAT[ A PROPERLY ATTACKED RIGID CEILING. •'INPORTAUT�• FUIRLSY A COPY OF THIS OESIQ TO THE INSTALLATION CONTRACTOR, ALPINE ENOIIEEREO PRODUCTS. IRC. SHALL NOT BE RESPONSIBLE ►ON ANY DEVIATION -FROM THIS DESIGN; ANY IAILNII TD GUILD In TRUSSES IR CONFONMANtE HIT$ TP11 01 FABRICATIRO, NAROLIRG. SRIPPING. 183TALLIVA AND ALPINE NNACTRN os TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIONAL DESI69 S tCIfICATION FUOLISNLD BY THE AMLRICM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CIA CT ARL ILIOE 0/ 208A ASIN ASS3 6140 SALT. STEEL. INCEPT AS NOTED, APPLY CONNECTORS TO EAC: fACL Of T1USS. AND $$LESS OTHERWISE LOUT90 02 THIS DESIGN. POSITION CONNECTORS PIK ORANIIGS 160 A-1. TIE SEAL ON THIS DIANING INDICATES ACCEPTANCE Of P10FLSSIORAL 19619119116 Rq►OISIBILITY SOLELY FOR INE TRUSS COMPOSENT DESIGN SMOYR. THE SHIIADILITT AND USE UP THIS •�Y'��� •�' COMPOIEIT FOR All PIRTICNLAN BUILDING IS THE HESPOYLISLLITT OF TRE 18ILDING DESIGNER. PER ANSI/Tri 1-1888 SECTION Z. 4-4-9 -0-0 F -.315"/Ft. R427--13516 03/11/99 AUSR427 99070009 G AEB/GWH j; 13724 I'M D wt i - 1 TC LL r0 -' 6- r . 0S011%y W _010 � TC DL 0 PSF�Z' Mar 11 '99 BC OL 7.d1 SF" 5 BC LL 0.0 PSFt± * TOT.LD. 42.0 PSF' DUA.FAC. 1.25 _ L SPACING 24.0' F -.315"/Ft. R427--13516 03/11/99 AUSR427 99070009 G AEB/GWH j; 13724 I'M D t— m a-: m ca co 0 z ci3 E=+ c. -:p A O C3� Pr A w a C-3 w z z w w z a d I1� m 'o c= Q: U Q� 4ROrnD-01K BLUKS KUKN JUB - E TOP CHORD lx4F L #1 BOT CHORD 2x4 DFA p WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W2.5X4 o 3.93 E— W2.5X4 0 IM13 UNU rKtrAKCU PKU I cUPIPLIKK Mill (LUAU3 b 101MIA-bit)") 3UUM1J ItU DT IKU» nrn. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00. OC & BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 11 0-4-3 W2X4(A1) s W3X4 0 W1.5X4 11 W2:5X4 1---2-6-8----J 11-2-15 Over 2 Supports R-627 W-5.5" R-318 W-5.5' 4-0-7 -0-0 Sze 1 `1 PLT TYP. Wave TPI -95\R' Design Criteria: TPI STD CA/-/11-/-P-'/F `�V,cjk�le -.375'/Ft. •WARNING— TRUSSES AEOVIRE EITREHE CANE IS FABRICATION, HANDLING. SNIPPING, INSTALLING AND ' •%C11G. REFER TO 611.91 (NANOLI96 INSTALLING AMD BRACING), PUBLISHED BY TPI (T&OSS PLANTEID TC LL 20.0 P F,iIR; F &427 - -13514 INSTITUTE, $03 0'0101110 DR., SUITE 200, MADISON. NI $3719), FDR SAFETY PRACTICES PATO& TO►E&FORMING TNESt FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACNEOTC DL 15.0 PSF MA,`>E 03/11/99 STRUCTURAL PANELS, IOTTON CHORD SHALL DAVE A PROPERLY ATTACHED 916)0 CEILING. .,IMPORTANT— /UNNtSH A COPY DI THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEEREDBC DL 7.0 PSF tlDR�I'GALISR427 99070008 PRODUCTS, IRC. 7HALL NOT 0E RESPONSIBLE 101 ANT DEVIATION fAON THIS DESIGN: ANY FAILURE TOLPINE •DILD Tet TRUSSES 1N COAFGHMANu VITN T D& FABRICATING. NAVOL,NG, SHIPPING, INSTALLING AM &RACING Of TRUSSES. TOT$ DESIGN C0IFORMi WITH APPLICABLE PROVISIONS OF 003 (NATIONAL DESIGNBC LL 0.0 PSF CA -ENG AEB/GWH SPEC1FfGTIOA PUNLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.LD. 42.0 PSF SEQN - 13718 COEtECTORS ANE MADE OF 90" ASTM A6S3 8840 "If. STEEL. EXCEPT AS VOTED. APPLY COMILCT049 TOEACH PACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON 1413 DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON TN13 DRAWING I DICATES-ACCEPTANCE OF PROFESSIONAL ENGINEERINGDUR.FAC. 1.25 FROM MD A5,,,� p(p� USPON1NILITY 30LELY FOR THE TRUSS CORPONEAT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS"`/"W&C.��A �' ASM#S TV ITIFo&9uSE�ABTOi =LAM BUILDING IS THE RESPONSIBILITY OF THE BOILOTVG DESIGNER, PEASPACING 24.0" - .(hornb-BTR BLDRS HORN JOB - t20) ITOP CHORD 2x4 DF -L #1 IBOT CHORD 2x4 DF -L #1 c�-1 WEBS 2z4 -DF -L Standard rte: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. m Ca Co L- 0 E� v 0 A O a a A C=3 w 0-4-3 z N2X4 THIS ONG 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 a BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. w z L-2 - 6 - 8--% �-2 - 0 - 0--j I �E r 10-2-6 Over 2 Supports L R-581 N-5:5• `� R4416 N-5.5• a 00 o PLT _TYP._Wave TPI -95\R Design Criteria: TPI(! C7) BRACIA9. REFER TO M1A•A1 • (YUDL[YC IASTALLING ARD BRACIRG).�PUAL ItNED BT TPI � (iROSf ►LATE 07 1ISTITSTE. 503 0.020FAIG OR„ SUITE 200. MADISON. NI 63719). FOA SAFETY PRACTICES PR10A TD CT PERFORIIAG TNESt FONCTICAS. UNLESS OTBERUISE IRDItI1TLD. TOP CHORD SHALL HAVE PROPERLY ATTACNED ---+ SIANCTUNAL PANELS. ACTION CHORD SHALL RAMI A PROPERLY ATTACHED RIGID CEILISS. •'111PORTAICT-- FORNISA A COPT OF THIS OLSIGR TO THE INSTALLATIOA CDITAACTOR. ALPINE EIGIALEREO ---� PRODUCTS. TIC. SHALL NOT BE RESPONSIBLE FOR ANY DENIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIE TIMES 14 'COIFURIARCE WITH T►l; 09 FABRICATING. BANOLING. SNIPPING, INSTALLING AAD ^' ALPINE BRlC1Ni OP TRU:Su. THIS DESIGN COALF.1 Nm APPLICABLE PROVISIONS OF ADS (RATIONAL DESIGN RPITICAT{ON-►UAL3fAE0 BT TIE AMLpCAI f01{fT MO PAM ASSOCIATION) AND TPI. ALPINE COASECTOAS ARE 140E OF zo6A ASTM A6SS GR{0 GALT. STEEL. ISCEPT AS A0TE0. APPLY CONSECTOAS TO IACN FACE Of TRUSS. AND UNLESS OTHLAVISE LOCATED 01 T513 DESIGN. POSITION CONULCTOAS PER CRAVINGS 160.A-1. TIL SLAT 02 THIS ORAVINO INDICATES ACCE►TASCE 0► PROFESSIONAL ENSINLLRING ��LL,,ii.�.� RESPONSIBILITY SOLELY FOR THE TRUSS COMPOREBT DESIGN SRONN. TNI SUITABILITY AND OSE OF TNIS Abd0bU'u 9OW IDr.. COSPONERT FDA ANY PARTICULAR BUILDING IS Till RESPONSIBILITY OF THE BUILDING DESIGNER. PER ARST/TPI 1.1990 SECTION 1. W Mer 11 ' 50� CA/-/1/-/�'/-/F �. TC LL 20, SFS TC OL 15.0-'PSF'- BC DL 7.0P -4'F," BC LL 0.0 PSF TOT.LD. 42.0 PSF OUR.FAC. 1.25 SPACING 24.0" 9Scale -.375"/Ft. RAF R427--13513 040 03/11/99 �Dh WAAUSR427 99070007 CAS-'kNG AEB/GWH SE 7 13716 FROM MD V1 - A pgrnD-milt BLUKS HUKR JOB - LZ1 TOP CHORD 2x4 DF -L41 BOT CHORD 2x4 DF -L ¢1 WEBS.2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 3.93 r -- W2. 5X4 m 0-4-3 COT' Lif W2X4(A1) im W1.5X4 W W1.5X4 W W3X4 m L--2 - 6 - 8---J 9-1-12 Over 2'Supports R-551 W-5.5' R-217 W-5.5' THIS DWG PREPARED'FROH COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS KFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC O 24.00' OC & BC ® 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 3-4-3 -0-0 s•' PLT TYP. Wave TPI -95 R Leg&n Crlteria: TPI STD CA - 1 - - °``F 6-12Scaae -.375-/Ft. "MARK ING•• TRUSSES REOUIBE EITBEME CARE 11 FABRICATE 1. HANOI ING. SNIPPING. INSTALLING AID BRACING. REFER TO 1IB•91 (HANDLING INSTALLING AND BRACING), MtISOEO OT TPI (TRISS PLATE TC LL 20.0 P SF' -R'A427--13510 INSTITUTE. SBS 0'0101110 OR.. SUITE 100. IUDISON, NI $3719). FON SAFETY PRACTICES PRIOR TO PENFOtNIR6 THESE FONCTIOJS. UNLESS OTHERWISE IADICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED y TC DL 15.0 PSF D' T 03/11/99 STRUCTI4AL PANELS. BOTTOM -C10ILD SHALL HATE A PROPERLY ATTACHED 11610 CEILING. �7 ••IKPORTANT•• ►UMIIN A copyOF THIS VLSI AM TO THE Har 11 ' 99"`000. INSTALLATION CONTRACTOR. ALPIFE ENGINEERED PRODUCTS. INC. SMALL 10T BE RESPONSIBLE FOR All DEVIATION THIS BC DL 7 .0 PSF �bRW AUSR127 99070015 ALPINE FROM DESIGN; ANY ►AILIIE TO BUILD TIE TRISSIA IB CONFORMANCE KITH TPI; 04 FABRICATING. HANDLING. SHIPPING. IMSTALLIIG AID JRAEI.6 DF TRD:u:.. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (4T10BAL DESIGN N0. 6 OG BC LL 0.0 PSF CA -ENG AEB/GWH fP[CIFICATIOI PUBLISHED 1T THE AMERICAN FOREST AND PA/EN ASSOCIATION) A00 TPI. AL PIBE IGN COJtECTORS ARE WADE OF ED" ASTR AIS3 6410 GAMY. STEEL. CICEPT AS NOTED. APPLY ECTOIS TO 1t TOT L D 42.0 PSF S EQ N - 13712 4)bc p,,,,N..,.n,�T CA 93>R (ACJ FACE OF TRUSS. AID UNLESS JTBEAMISE LOCATED OB TRIS DESIGN. POSITION CONNECTORS PEI OWII6S 180 A•E. TBE SEAL ON To 13DRAWINGINDICATES ACCEPTANCE OF PROFESSIONAL ES 'I. REf/OMf IBILI7Y SOLELY 704 TRE TW SS CONP01[RT DESIGN SBOWI, itl[ SUITABILITY AND USE OF T11S COK►OJ[4i fON ART PARTICULAR OUfl01YG IS THE RESPONSIBILITY OF THE BILL DING DESIGNED. Pit AISIFTPI 1.1995 SECTION 1. `► . . DUR.FAC. 1.25 _ FROM MD SPACING 2 4.0 B.TRHOR-BTR BLORS / HORN - T-23 HIP TOP CHORD�2x4-DF=L #1 :T2 2x6 DF -L #2: BOT DHORD'2x4..DF-L'#1 WEBS'2x4 DF -L Standard N p-LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DlSE THIS DESIGN FOR COMMON HIP TRUSSES ® 24.0" OC. c7ll:XTEND"SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. -.•iUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH p :x4 LATERAL BRACING TO FLAT TC 0 24.00` OC WITH 2-16d NAILS ,NO -DIAGONALLY BRACE PER RIB -92 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 02-09-15 OC. W3X6 0 W3X6 W3X8 m S c l� c_>> 6 f T2 A W4K4 0 a A W Li Yy. W W �to z 2X4 (Al) a ! W3X8 �+ W1.51 cz-W1.5X4 I THIS DWG PREPARED FROH CGHPUTER INPUT (LOADS A DIMENSIONS) SUBH17TED BY TRUSS NFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. j1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R A R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W1.5X4 W L01 -8-0-j CA - 6 -0-7 1 4-8-1 1 5-6-8 _I 16-310 Over 2 Supports '1 R-1135 N-3.5" i R-1135 W-3.6" w R3-597 0 M PLT TYP. Al ine•Wave TPI -95 Design Criteria: TPI S1 CS) •-WARNING •• TNUSSES REQUIRE EXTREME C►NE IN FAIRICATION. HANDLING. SHIPPING. INSTALLI16 AND QX BNACIHO. REFER TO NIB•91 (HANDLING INSTALLING Am BRACING). PUBLISHED BY TPI (TRUSS PLATE p� INSTITUTE. 603 O'OBOFNIO DR.. SUITE IDG. MADISON. NI $3719). FOR SAFETY PXIC710ES PRIOR TO �. PEBFOAMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70► CHORD SMALL NATE PRO/ERLY ATTACtl90 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAY( A PROPERLT ATTACHED RIGID CEILING. LJ7 ^IMPORTANT•• FUR0ISN A COPT OF IBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ---. PRODUCTS. INC. SHALL NOT 01 RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THE MVSSIS IN CONFORMANCE WITH T►1; OR FABRICATING. HANDLING. SU1PPISG. INSTALLING AID z ALPINE BRACIti 01 TRlllIlj THIS D[tlil CONF0IMS H1TW .ILICABLE PROVISIONS Of IDS (NATIONAL OISIGN Q S►[CI►ICAT3 ON PBIL SME0 BY TN[ AMERICAN FOREST AND PAPER ASSOCIATION) AGO TF[. ALPINE ^� COGN[C70US All MADE OF FOGA ASTM A533 GR40 GAIT. STEL. EXCEPT AS NOTED. APPLY CONNECTORS TO [ACM FACE 0► TRUSS. ARD UNLESS OTHERWISE LOCATED DI ISIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 ►-1. THE SEAL 01 THIS DRAWING IIDICATIS ACCCFTAXCE OF PNOFESSIONAL ENGINEERING, RESPONS111L171 SOLELY FON TME TRUSS COMPONENT DES161 SHOWN TN[ SUITABIL171 AND USE OF THIS AQP ,_ 9 �C• COM Ear FOR All PARTICULAR BUILDING I$ THE RESPONSIBILITY OF TM[ BUILDING DESIGNER. PER ANSIFT►1 1.11.66 SECTION I. R3-597 0-0-0 2X4(A ) a °'Scale-.375'/Ft. 8427--62542 DwAI~�, 01/15/99 O.kVr CAUSR427 99015020 CA`N NG AED/GWH SEQN' - 100366 FROM E.0 TC LL 1640 W. `pts W y t�q TC OL 15.0 PS:F Jan '99� BC DL 7.0 PSF No. 6 06 BC LL 0.0 PSF * TOT.LD. 38.0 PSF DUR.FAC. 1.25 CIVIL 24.0' �C1F(:aUW`� SPACING °'Scale-.375'/Ft. 8427--62542 DwAI~�, 01/15/99 O.kVr CAUSR427 99015020 CA`N NG AED/GWH SEQN' - 100366 FROM E.0 Doom K OL Z S RESIDENTIAL --"--069-53O-Oil PERMIT#98-2872 L HORN, Steven H. 59 Oman Dr., Oroville 9 I Cont: Better Builders PERMIT NO. - New Single Family PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION i. Address OFFICE Copy k, GAS Meter By ------- L ELECTRIC Date. Meter By z::: Dat BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole r - Called PG&E !Temp. Elec. Service Called PG&E -Temp. Gas Service Called PG&E JOB FINALED (Date) Xy Iff Signature 0 = Not OK RESIDENTIAL (Single & Duplex) = Not Applicable _ n = Not Ready ham, �s9�1 Date / UNDERFLOOR (Plans) OK except it I Data FRAMI Lo< . Ftg., Main; Soils-Elec. Gmd. / ' . Depth Ftg. Garage; Soils-Sleet-Elec. Gmd/ t Ftg. Depth 4. F / es & Decks; Soils -Steel-/ P Ftg. Depth IIs, Main; Steel-Blockouts- Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Dooms and Special Anchors 7. Slab, $teel-Wrappeo... 8. Pie 'replace Ftg. Steel li�Z jj' ;Fall -Fitting Tesl 2 Way C/OSewer Test UF. Gas Pipe; Sine Anchors -Yard Gas Piping; Size Test `Water Pipe; Test Anchors-RegulatorSeNce Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoists- Vents-Crippies 15. Access & Ventilation 16. Insulation Date _' t PLUMBING�(Perm1) OK except it's ater Htr.; Vent AccessCombustion Air Baffle . ater Pipe; Test & Anchor -Nail Protection V.; Test Fittings & AnchoHJad Protection Shover Pan; Test, First Floor -Tub Access t Tub & Shower. Second Floor -Tub Access Pipe; Sbxe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except it's 23. Foxtu `8 Tra sformer Clearance -Ins. Protection 2 eceotacles SDackxa- ohts & Switches at Doors ize oxes & No. of Conductors Stapled I Romex stalled Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fastners$ond Gas & Water 2 Appliance Cirarts kt Kitchen & Conductor Size GF 29. Subfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral o Yes Q No 31. Service -Riser Conductors & Ground -Main Disconect 32.E i . Clearances Panels -Motors -Meth. Epuip. r�J C es Closet Light -Shower light -Spa Light O A Smoke Detector Date °r Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A -91 -Ducts Insulation & Support ent Fan, Exhaust above insulation 37. nil " to Drain & Overflow, Size & Grade y-cmance-Vent Access -Comb. Air -Return Air Vent 115 outlet nix Access & Platform if Furnace in Attic V}� Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearin Walls over Girders & Fkxx Nailing 43. Dra top in Walls (rat proof) 44. F Ctops, Furred Ceilings-StairsChasers-Tubs Headers & Beams -size & Bearing NG (Continued) 46. Han -Post Caps-AnchorsConnec _ /11�ing. Joist-Rftr. Ties-Puriin-roH Brac.- tt9 Rfng. Fi lace Ties or Type A Flue -Fireplace Throat clearance � c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. -Doors-One 3Check Garage 3rd Story, 2 Exits S ' s, Width -Headroom -Rise -Run -Landing -Fre Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sid' -Nailing Veneer a l j to Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Br -e Interior/ Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date �RNAL (Plans) OK except ft t S ps-Door & Sidelight Protection -landings Smoke Detector Fumace; Vents -Clearance -Comb, AirConector- -In4emeec-Above Floor -Ducts -Meeh. Protection & Bath Fixtures & Tub Access -Spa lec. Trim & Suboanel..Breaker Sizes & labels 69. Stair" Rails✓ 'rep a or Stove, Clearance -Hearth ec. O9x Mete-atWood Panel, Int & Ext ' pliance; Ground. -Air Gap -Cooking Clearance Elec. 9 s & Rece ticales at Kit Counter a e Fre Door; Swing-LandingClosure 115--A.C. Duct in G tr. Htr.; VentsClearance-Comb. Air Connector-P.R.V. Garage; Above Floor -Meth. Protection Ib.,.E a Mech. Equip. Listed for Location r Elec. Beceotacles in Garaae (G.-F.I.)-Romex Protection b7_W.-Insula6o-Foam-Looked in Attic \ rd rails & Deck Construction-Pxist Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 82. Following Instld./Drive 11 Yes BA160iIks Q Yes o/Planters rnt Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings lectrical, Plumbing Exte ' lec. Trim, G.F.I. Receptacle -Underground Ventilation Throught House lasr-gaass Protection ons from Previous Inspections �eters Tagged, Gas -Electric . 02�Water& Sewer ConnectedC/O\to Grade -HD Approval Energy Compliance Certificate -Other Certificates Dat Card B-1 Date Q Card B-1 Date7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK 0 = Not OK s `ApplicableNtay MOBILE HOMES Date MOBILE HOME UTILITIES (Plena) OK except #'a 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectomsteel 2. Sods; Special MH Support Sketch 3. Decks; Girders and/or JoistsDecking-BracingStairs-Rails 3. Sewer Location-Test•Fall C/ -Concrete 4. Wood Awn.; Posts-Beams-Rftre.-Connecbre Shthg.-Rfg: Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnectionsSp5ce-Decal Endosures S. Electricity; Locabon-CleamnoesGmd-/ /Amp-Cancrete 6. carports; Windows -Doors 6. Gas; LocatarrTestWrap; / /LTL / /Nat or/ /L'ft./ /LPG 7. Electric 7. Well Clearance b Disconnect S. Fang.; SilsMchorsStuds- iftrs-Trusses 8. Utility Clearance 9. Siding; Nailing-VeneerStucco-Mesh 10. Root, Shthg-Roofmg Date Card B-1 Date Card 0-1 Date Card B-1 Date Card B-1 ; Date MOBILE HOME INSTALLATION (Plans) OK accept #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Sme•SpacirVManiage Line POOLS (Plans) OK except #'a 3. Gas; MH Test-0ernarKWaheConnector 1. Setbacks -Easements 4. Electricity; MH Test-CrossomersBreakers-Clearances t� 2. Sods; Compaction-Swicdre Stability S. Drain: MH Test-Fa;+1ex Connector 3. Pod Stricture: Steel Connections -Thickness Dead Men -Lining 6. Water. MH Test-ftulator-Connector 4. Elec.; Receptacles and fighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval S. Elec.; Pool lighting. 15 VdtsGFI 8. Gas and Electricity Tagged 6. Elec.; Endosures; Conduit EntriesTemwralsUsted 9. Tie Downs-Type-Instabdon Cert. 7. Elec.; Bondug. Metal w/5'-Circcia&V Equip.4ieater 10. Exits; Insp.-Sketch 8. Elec.; Growxkv; Egmip. w/S Cin A*V Equip. -Pool Lghtg. BoxewEnclosures-Paneboards-Ins. to Man in Conduit 11. Cert of Occupancy S. Health Department Appovaa 12. Permanent Foundation Only: License Decal 10. Plumb.; Cs TesE4Vaier Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plana) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectomsteel 3. Decks; Girders and/or JoistsDecking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftre.-Connecbre Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns-ConnectionsSp5ce-Decal Endosures 6. carports; Windows -Doors 7. Electric S. Fang.; SilsMchorsStuds- iftrs-Trusses 9. Siding; Nailing-VeneerStucco-Mesh 10. Root, Shthg-Roofmg 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 #'a 1. Setbacks -Easements 2. Sods; Compaction-Swicdre Stability 3. Pod Stricture: Steel Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and fighting, Distance-GFI S. Elec.; Pool lighting. 15 VdtsGFI 6. Elec.; Endosures; Conduit EntriesTemwralsUsted 7. Elec.; Bondug. Metal w/5'-Circcia&V Equip.4ieater 8. Elec.; Growxkv; Egmip. w/S Cin A*V Equip. -Pool Lghtg. BoxewEnclosures-Paneboards-Ins. to Man in Conduit S. Health Department Appovaa 10. Plumb.; Cs TesE4Vaier Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 CERiIFICATEOF y�\AtTE OF TIMeFp ? Z z a n U � OCA iTcz n W � ® Z CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. (RITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: JOB LOCATION: Rpridi nq, CA CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER NO. 13766 Members have also been manufactured to the more restrictive provisions of P.S. 56-73. SIGNATURE IX�LAJ COMPANY Riddle Laminators TITLE OL21i ,,y Control ADDRESS Riddle, OR DATE 5/20/87 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 3 712 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ��cEN�o aF11 9:e gR. SALES © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION LOERKE INSULATION CO. jI INSULATION CERTIFICATE 59 Oman Dr. Oroville Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13" Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib. Minimum.Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches)_ DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. �f LOERKE INSULATION CO., INC. C.L.#499150 Item #s gnaure, Daje Installing Subcontractor Co. Name Or General Contractor (Co. Name) Or Owner Its Signature, Date Item #s Signature, Date nsta ling Subcontractor Co. Name Or General Contractor (Co.Name) Or Owner Installing Subcontractor ((Co. Name) Or General Contractor (Co. Dame) Or Owner . .�. ,,- • Y+.c-.��...._.�.r.--,��r.•.._...s+•w.,.w. Aa+._ . fir_ T. COUNTY' OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street'Chico, CA 5 (530) 89f`-2751 7 County Center Drive' Oroville, CA • (530) 538-7541 j CORRECTION NOTICE F-10 JFI-t-7 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you h 6any questions pertaining to this matter, or need additional explanation, please contact t ' office immediately. u (.4s 7-6 Ai Date v �� + Inspector REV 10/92 it COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES y 411 Main Street • Chico, CA • (530) 891-2751 ...; 7 County Center Drive • Oroville, CA • (530) 538-7541 S i CORRECTION NOTICE r1'-—C��,dam. "+ OWNER PERMIT NO. ij A routine inspection indicates that the following violations of butte county Ordinances exist at the z above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r.- -- / / --o t -�r . ' ' Y. 4: n v - y �� -.4d �f- � u ri a✓ �k � l T•C% ` !rte �'''�' * I� Date Inspector Zf *' REV 10/92 r.- JI) 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 r OWNER CORRECTION NOTICE -;2' 2f 7z_ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. yP- Lq44t-gr G1a./ &Ir t COUNTY OF BUTTE BUILDING DIVISION. DEPARTMENTrOF DEVELOPMENT SERVICES 411 Main Street • Chico, CA -"(5 -0) 891-2751 7 County Center Drive •00roville, CA •j(530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ��t- S ( d- �VO 14 14 -ttp ALL REV 10192 61, C_ OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541. 1r NO. (Rev. 12/96) APPLICATION AN D PERMIT ASSESSOR NUMBER 069-530--011 ZONING P-1 BUILDING PERMIT OWNER PORN, , N`. F.T. t STEVET TELEPHONE SO. FT. OCC. BUILDING VALUATION 2770 R 149580.00 .OWNERS MAILING ADDRESS P 0. SOY_ 5824, OROVILLE, CA 95965 934 C 12 142.00 CONTRACTORSNAME BETTER BUILDERS TELEPHONE 600 U 10 800 00 CONTRACTORS MAILING ADDRESS DRIVE,ORD 05966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total valuation $ 172.522.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 895.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 587.75 BUILDINGADDRESS 59 O��Ari DRIVE, OF.OVILLE Ener Plan Checking Fee $ 23.00 Energy g $ PERMIT FEE $ 1,519.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 105.0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE s 185.00 ELECTRICAL PERMIT Filing Fee 20.00 600R UE Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i ull force and effect.P License Class Lic. No. .� '� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir 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. Caworkers' com en ation insurance carrier a d otic number a e:r �^ rrier � ,�� ,�71J� y '41.0 W. t vR 1- Policy Number Aa j ,') [ .7 y 2 (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worke ompensation provisions of section 3700 of the Labor Code, I shall fo W' mpl i Be rovisions. Dat i2'%� nature of Ap lican - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h 'ght. Main Service 200A To ,000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ( a ACC. 3.5¢Fr. 115 .0 NEW CCONST. MULTI.OUTLENS. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS@7.50 OWER APPARATUS 8 SINGLE OURET CIR. Ex. OCCU . OUTLET OR FIXTURES BAL @': 0 50 00 sA 5.00 Ex. Occup. GnxunEEo�A GR PPM.) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 158.0 MECHANICAL PERMIT Fling Fee 20.00 Heating 4 TON 25.00 Cooling 25.00 Hood 6.50 650 Ventilation 1 4.50 4.50 GAS STOVE 2 15.00 30.00 PERMIT FEE $ 111.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 q� K�3 cG rrPE TOTAL FEE $ 2 , 019.75 HAZ. ..r I D. FEES IMP FLOOD CDF PARCEL_ PD HD Su 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, ate PERMIT EXPIRES ON .L06 ate ReceiptNo. 9-���� dv WHITE-D.D.S.-3.D. CANA -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT e ` \ COWNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)'538.754 ERN0. (Rev 12/96) ? APPLICATION AND PERMIT ��- IWT `72- AOsmostpAROamnam D�� �- / WNW BUILDING PERMIT oMn+eR lJ ` Ti „Q SO. FT. OCC. BUILDING VA DATION � ND ADDResa OO Tm.gpmNE a _ - a /A�1 OONIRACfO07 MUD O ADOREM CONBTRUO ION UMIM Fire lace lBN om MNum ADDRESS Total Valuation S Aaa,rtEcr oa EJAit1EE11 5—mo— N0 Filin Fee S Permit Fee 6D $ ARaeraa OR 04NUR-3 MALM ADD=$ Plan Checkin Fee _�% S eULDNOADORE8S ® En3rgy Plan Checking Fee $ 1 = / PERMIT FEE rDT1i0 t1B°1Y°10Ns'�'E PLUMBING PERMIT USEOFSTRUCTURE Each Tr Solar or heat pump water heater SF Duplex 0 Wbilehome O Other Water piping evee� Each gas water heater or vent TYPE OF WORK Gas piping system 1 -5 outlets New A Addition o Remodel 13 Lmmin O insuktion O Other O Building sewer Describe Work: V'r Mobile Home I S G I W PERMIT FEE t ELECTRICAL PERMIT Main Service ao°DOYOA o°HR Main Service ( sooA To too" ) 001 3?_ �5"7.00 23.00 15.00 15.00 15.00 15.00 @20.00 gf Fee 20.00 23.00 48.00 U P7.50 //5• d t7 Ex. Occu ounce OR FKnJRED ens ' so FDOi/A ccu . AaPE"S OR 5.00 EX. OOVILtTB 8�0. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Mist. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating TD Cooling WILD Hood 8.50 .STI Ventilation I .-0 '�? PERMIT FEl_ : G I Mobile Home installation Fee $ f Energy Inspection Fee --=C �'ST' TM TOTAL FEE $ NAZ 0. FEB WP R=0 COF FO ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. l _ By Date -------— Receipt No.% PERMIT EXPIRES ON ' I; Ti 7,.. ,.��'V'a7 S '1'MM�.�'1'� —�.- [r++-'F4%^1i �"y�:,-atR +< +xA^.YTY� x+79,1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' I COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: `U W-1 Proposed Building Use:, Building Inspector: Date:141�1 At time of permit application, I was advised the following data must be submitted prior to permit proessin and/or issuance: Date Received By ❑ 1. All iiems have been submitted --------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. ----- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. 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! --------- 116. Energy Design Compliance and supporting documentation. -------------------------------------- ----- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instrklc 40- ees of $ 1 Ag�F_------- � A-- -0-9- I 1 . Impact fees as shown on the attac . California Department of Forestr ❑1 U'4 ❑15 Flood elevation certificate. ------- Sanitation and plot plan approval City of Chico plumbing permit. -- Specifications. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- 7. Planning approval for (A) Use: (B) Parking: 8. Contact Land Development about Ef Improvements, ❑ Drainage, 116egal Parcel. �,,[ V � 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---. ❑20. Pre -inspection for required Request to Building Inspector on ❑2 - Contractor's license information. (Number, Name Style, Classification). 22. Workers' Compensation cVTrer1andPpolicy number. ----------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - �Recorded 'tterofsignature authorization. -------------------------------------------- copy of Agricultural Acknowledgment Statement. ------------- ❑ 26. Letter of intent on building use.---------------------------------------------- (Date) 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. other: ------- When you issue theermit rocess as follows ❑ Mail to owner, Mail`to ntractor. OTelephone) and hold for pickup at �' "�' �o ce.V�Wer with inspector. �J Applicant: ' - Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department Other: ate: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D 'vision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: -,,;? ""e - Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 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 V—V1 PROPOSED BUILDING USE _I ,lJ V 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ v 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 $10.00 (paid at Building Division) (�KASRA 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. # " ' 0 t / DATE RECEIPT # DATE REC as'ml aK4 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 CA 95965 TELEPHONE (916) 538-7541 OWNER Tluv SCHEDU_ LE OF RECEIPT OF FEES PROPOSED BUILDING USE UAJ "} RECEIPT° DATE RE C�y �� , 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ _,•,2_-..---2. SCHOOL DISTR LGTIVEES '� A) t eb f/(% ((paid at District Office) 3. SHERIFF FEES (paid at Building Division),, Residential ........ x $360.00 = .$6��/• Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. a. 4. URBAN AREA FEES (paid at Building Division) / Residential (per unit) ._ x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) y7. SRA FRE 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 r 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 g2�o,-4;4 I �'` �.� _ -�c 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 E'��- (Rev. 2/97) r11,,� ty 4� �,n�'1..i.,�r � �� � J•. F.c,.\-'�i.�,�,..� �7r�'1....� r�.r•'r-",_..... .,,,..n,�i� .••-.-..r•� :,K ... �.-.....--..,^..�."'`�. ��.,r. ,�r�a,..�.�.ti..n�.; •...i.-��..., . -..-.. "" . � . � A , r t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District OROVILLE ELEMENTARY SCHOOL DISTRICT Building Department No. A.P. Number 069-530-011 Jurisdiction: City County Property Owner STEVEN H. HORN Property Location/Address 59 OMAN DRIVE, OROVILLE Subdivision Lot No. 11 ................................................................................................................... Residential Development Sq., Footage 2770 No of Living Mobile Home AddMont *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): Commercial/Industrial. New Addition Building DepartmentA , Sq. Footage (Including Exterior Roofed Areas) 2/4/99 Date (moor mans reviewed Dy acnooi uisinct rersonneu District Identification No. 2Y (O O School District certifies that )45UWJ-4—i / (Applicant) , (Street Address) (City) has complied with the requirements of Resolution No. representing =222 2 D square feet. School District Representative Paid by Check # Remarks: (Phone Number) �(State) (Zip Code). p by payment of S AB 292fi $ FULL MITICiAT10N $ Date 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest .will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act.ICEQA), 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) feeforin:xls 110/9Bldmm Date. December 24, 1998 Permit Applicant: Steven H. Horn Permit Number: 98-2872 P.O. Boz 5824 Assessor Parcel #: 069-530-011 Oroville, CA The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please label all rooms on the floor plans. 2. Provide engineer's calculations and design for the retaining walls. 3. Provide lateral design for the entire house. Have the engineer's requirements put on the plans and have him stamp and sign the plans. 4. Provide 2 sets of energy calculations. 5. School fee form is enclosed. A plan check has not been done. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton PROJECT PROCESSING RECORD APPLICANT: OWNER: -. PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIP'T'ION OF STEP -_. tte ount 1 a LAND OF NATURAL WEALTH AND BEAUTY Date: December 24, 1998 Permit Applicant: Steven H. Horn P.O. Boz 5824 Oroville, CA With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Number: 98-2872 Assessor Parcel #: 069-530-011 Action Required: [.X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton w �N0ViAVL D O's M) �- ur Aa -v) d , S oUl- L ; l2. WAO—O 0.9 cxf /a 3 IN) Lt-tt WA Q D C') -^7 c)u` i LD A, A�S T E� E\J hx", qAA- R,,a�) - ...D- AWL(EO TD )L -T Z f LU 2 /tPPLlEO C. Win* (Wa Puto I. -DA -043L 01ALOM y Qur N ,\n t-tO�N '/t (1);� Ifs �� l� `�usc�� -- � Q� . . Z V�� Z v CQ,S-�c . �� kis _ - -.. 14, -�o I o?t- I� .2Z z I. (�2 ?tel—� 112 U.Jd� G9 sx 1 S is S, os Cft) lcoE ojktL- G u S ctcc- zx l �y c� Nom-Qdw = Z� S «s�; G� C C�.c- �F, 2 zs 01- L(4, Z Ok- AHPoZ� U'tje,P-13SG� �= OD 2,2S 1-27,7 W58 2,-3z"- .......... VX � U,k t4 12°Cc Fi.�2.Q o� 2Cc �2A'r��� . _ _. U = 22,x+ �-�',��' ��5.�3 = �.OZ�G� .� � s� X2- - /7,� 41--12b�� f� Vcc_ l L4) 1"1.25 22..E � � 2.°i , '� 4 � T= -------- ---- ' U23.2vd-29sx��5,��2 �Z 2.L7 a «u [IaA Ddu du� o eig-L ID LeT--, —A t-L&AIT6,01 tf)A A -W(-. f CI 1 TrZ t o MR:CA— o = 5L2.`7 s P QLD ) U .-- L -t( -q -PSS' X 5 hs U ��q 1 Y- g2��sC7 M ... rte. PL`lwc,�c� taki.ss t --,s = 4-(D-- YN su�Ql,ccrJ � , c7 � � 2 �� M, ZX q Jats�- Gyp 2.S �)w �j A -o0 343 V N ACJ) 12 -'Cr- -o 67,) ZK Fr,?A m 6W -- t q�( C r. C2) N&M�-- PtE�rl 1 st Ube �.. ` V;Q 2 ���_� 2533 Z �� I ��s .. �=��Sf.� �" � X31' ��t �Rs�u �►� ®� vcs Ljyuc-D cii-i Ll -co 1 S9 S)6 (0) c�/i, 4--2 ICIt MA tro) -z. 5. <61 UJ I-fl,,k6 fb L -M UMU kume: aAvn CAr( ` lig A -;x 3 zi) cs Z'- S, �� P(j. uja 6 fit. (fit 0 Ne. C. �CuC�lvvt C 2 dLk:5Z _.. ' T-5 (221520 l k U t --AU nC T -Lo 27g7 ql-LU- 3bi Cx T,9 T io LA) r -i 2 -2-tlit/ u� �- 3�5 Upsl DL 473 1�L ............. 2 3 MICHAEL MOONEY CIVIL ENGINEER ROE -10647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 _ Date: 01/18/99 GENERAL TIMBER BEAM DESIGN 2q 1. BEAM DATA SPAN DATA Timber Section --------- End Fixity Pin:Pin Center Span = Beam Width 5.125 in Elastic Modulus 1800000 psi Left Cantilever Beam Depth = 19.50 in Beam Density = 35.0 pcf Right Cantilever = Lamination Thickness -- 1.50 in Load Duration Factor 1.25 UNBRACED LENGTHS Fb Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = Fv -.Shear., = 165 psi End Shear Calc'd at Support Le,.: Left Cant. Fc Bearing -' = 650 psi Le : Right Cant. _ APPLIED LOADS Trapezoidal Load: DL: 389.Oplf @ lft. 389.Oplf @ rt LL: 284.Oplf @ lft. 284.Oplf @ rt from 0.58 ft to 12.08 ft Trapezoidal Load: DL: 650.Oplf @ lft. 650.Oplf @ rt LL: 473.Oplf @ lft, 473.Oplf @ rt from 15.08 ft to 23.00 ft Point Load: DL = 880.0 # LL = 640.0 # at 13.25 ft SUMMARY USING 5.125 x 19.500 Beam. Bending = 69.53%. Shear = 77.49% Max. Pos Man @ 13.25 ft = 51.16 k•ft Shear: Max. @ Left = 8.06 k Reactions... DL Max. Neg Man @ 23.00 ft = -0.00 k -ft ....used for dsgn = 12.10 k Left = 4.78 k Max @ Left = 0.00 k -ft ....Area Req'd = 58.65 int Right = 6.28 k Max @ Right = 0.00 k -ft Max. @ Right 10.65 k Max. Allow Moment 73.58 k -ft ....used for dsgn - 15.97 k Deflections... fb Max. Actual = 1890.3 psi ....Area Req'd = 77.44 in2 Center = -0.51 in Fb Allowable = 2718.7 psi fv Max. Actual = 159.82 psi ....Dist - 11.68 ft Fv Allowable - 206.3 psi ...L/Dell - 539 Ck = .811(E/Fb)".5 = 19.87 Left = 0.00 in Cs = (LeD/B"2)".5 = 7.22 Bearing Req'd @ Left = 2.42 in ...L/Defl = 0 Cv per UBC 2312.4.5 = 0.91 Bearing Req'd @ Right = 3.20 in Right = 0.00 in ...L/Deft 0 00 mo m� n o J J O J Page: 1 23.00 ft 0.00 ft 0.00 ft 2.00 ft. 0.00 ft 0.00 ft Maximum 8.06 k 10.65 k -0.87 in 11.684 ft 319 0.000 in 0 0.000 in 0 t V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -060151 MICHAEL MOONEY CIVIL.ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 01/18/99 Page: C GENERAL TIMBER BEAM DESIGN 6to BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span 23.00 ft Beam Width - 6.750 in Elastic Modulus - 1800000 psi Left Cantilever - 0.00 ft Beam Depth = 18.00 in Beam Density = 35.0 pcf Right Cantilever - 0.00 ft Lamination Thickness - '.1.50 in Load Duration Factor - 1.25 UNBRACED LENGTHS Fb Bending - 2400 psi Beam Wt. is Added to Loads Le Center Span - 2.00 ft Fv - Shear - 165 psi End Shear Calc'd at Support Le : Left Cant. - 0.00 ft Fc Bearing 650 psi Le : Right Cant. - 0.00 ft APPLIED LOADS Trapezoidal Load: DL: 389.Oplf @ lft. 389.Oplf @ rt LL: 284.Oplf @ lft. 284.0plf @ rt from 0.58 ft to 12.08 ft Trapezoidal Load: DL: 650.Oplf @ lft. 650.Oplf @ rt LL: 473.Oplf @ lft. G3.0plf @ rt from 15.08 ft to 23.00*ft Point Load: DL - 880.0 # LL - 640.0 # at 13.25 ft - - SUMMARY USING 6766 x 18.00'U Beam, Bending = 63.60%. Shear - 64.10% Max. Pos Mom @ 13.06 ft - 51.50 k -ft Shear: Max. @ Left - 8.12 k Reactions... OL Maximum Max. Neg Mom @ 23.00 ft - -0.00 k -ft ....used for dsgn = 12.19 k -Left 4.84-k..:- 8.12 k Max @ Left - 0.00 k -ft ....Area Req'd - 59.09 int Right - 6.34 k 10.71 k Max @ Right = 0.00 k -ft Max. @ Right = 10.71 k - _ - Max. Allow Moment • 80.98 k -ft ....... ....vsed for dsgn - 16.0.6.k... Deflections... fb : Max. Actual = 1695.6 psi ....Area Req'd = 77.88 int Center --0.50•.in . -0.84 in Fb Allowable 2666.1 psi fv Max. Actual 132.20 psi ....Dist 11.68 ft 11.694 ft Fv : Allowable 206.3 psi ...L/Defl 552 • 328 Ck - .811(E/Fb)".5 - 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B-2)'.5 = 5.12 Bearing Req'd @ Left = 1.85 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.89 Bearing Req'd @ Right = 2.44 in Right = 0.00 in 0.000 in ....... _. L/Defl a-. 0 00 my m� D J l *2 3.00 1 I V4.4C1 (c)'*1983-96 ENERCALC "" MICHAEL MOONEY. KW -0601571 TABLEAF CONTENTS TOC Pro,ject,Title.......... Horn Residence Date..... 09/05/98 Project Address........ Oman Drive ******* --------------------- Oroville, CA *v4.51* ' Documentation Author... Steve Nelson Building Permit # Steve Nelson 1 Hall Drive Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone. .... 11 ------_- ------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------ MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -TOC User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 10 . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project ,Title.......... Horn Residence Date 09/05/98 Project Address........ Oman Drive *******--------- ------------ Oroville, CA *v4.51* ; e?y- Documentation Author... Steve Nelson ******* ; Building Permit # Steve Nelson 1 Hall Drive ; Plan Check'/ Date Oroville, CA 95966 916-589-3585;FieldCheck/Date Climate Zone........... 11--------------------- - - --- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. -------------------------------- MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2342 sf" Building Type .............. Single Family Detached Construction Type ......... New Building.Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 15 % of floor area Average Glazing U -value.... 0.6 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type ------------ ------- Type R -value R -value R -value U -value Location/Comments ----------------------- Wall Wood R-17.8 ------- R-0 R-17.8 ------------------------ 0.065 Comm.to garage Wall Wood R-21 R-0 R-21 0.059 Ext. wall, Ext. Wall Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood Floor Wood R-19 R-0 R-19 0.037 Wood Floor FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front (W) ----- ----- 10.0 0.600 ------------------- 2 Drapes.Std ----------- None ---- Yes --------- Vinyl Window Front (W) 7.9 0.570 2 None None Yes Vinyl Window Front (W) 7.0 0.570 2 None None Yes Vinyl Window Front (W) 10.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (W) 10.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (NW) 12.0 0.600 2 Drapes.Std None Yes Vinyl Window Front (W) 12.0 0.600 2 Dr e �,,d -;. None Yes Vinyl Window Right (SW) EIti ����gt�d 12.0 0.6r1rG None Yes Vinyl Window Right g S ( ) 10.0 0. �, p " None Yes Vinyl Window Right ( S ) 8.0 c���$�E�Y �D�P��,esp.t •p None Yes Vinyl Window Right ( S ) 20.0 .6 rgB"�st None Yes Vinyl Window Right (S) 20.0 4A 600 2 Drapes.Std None Yes Vinyl Window Back (E) 20.0 0.600 2 Drapes.Std None Yes Vinyl Door Left (NE)AI"40.0 0.600 2 Drapes.Std None Yes Vinyl Door Back (E) 60.0 0.600 2 Drapes.Std None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Horn Residence Date . 09/05/98 -------------------------------------------- MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ----------------------------------------------=-------------------------------- Area Orientation (sf) Window Back (SE) 6.0 Window Back (E) 20.0 Window Left (NE) `6.0 Window Back (E) 30.0 Window Left (N) 10.0 Window Left (N) 2..0 Window Left (N) 20.0 5v HVAC SYSTEMS - FENESTRATION Duct Duct Thermostat Equipment Type --------------- ------------ # of Interior R -value Over- HPPackage U- Pan- Shading/ Exterior hang/ Framing Value es Description Shading Fins Type ----- 0.600 ---- 2 --------------- Drapes.Std ----------- None ---- Yes --------- Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl 0.600 2 None None Yes Vinyl 0.600 2 Drapes.Std None Yes Vinyl HVAC SYSTEMS - WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Treated as single -story home. Lower floor will be unfinished and accessible only from outside. External Insulation R -value Minimum Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ Location ------------- R -value Type HPPackage 6.60 HSPF Crawlspace ------- R-4.2 ------------ Setback HPPackage 9.70 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Treated as single -story home. Lower floor will be unfinished and accessible only from outside. External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Horn Residence Date........ 09/05/98 ' MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM CF -1R , II User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John Starr Company. Better Builders Const. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... (530) 589-2574 License. #323225 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Steve Nelson Company. Steve Nelson Address. 1 Hall Drive Oroville, CA 95966 Phone... 916-589-3585 Signed. . • /�---� 4' S'`� (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project,Title.......... Horn Residence Project Address........ Oman Drive ******* Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* Steve Nelson 1 Hall Drive Oroville, CA 95966 916-589-3585 Date........ 09/05/98 --------------------- Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation -.water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Horn Residence Date. ... 09/05/98 --------------------------------------- MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er went 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; 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 78% 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. 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 ----------------- 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. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 6 C -2R Project,Title.......... Horn Residence Date...... 09/05/98 Project Address........ Oman Drive ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson Building Permit # Steve Nelson 1 Hall Drive ; Plan Check /Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ---------------------------------------------------------------------=--------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = ---------- _ = Space Heating.......... 17.20 16.09 1.11 = = Space Cooling.......... 13.30 13.81 -0.51 = = Water Heating.......... 10.83 10.83 0.00 = = Total 41.33 40.73 0.60 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2342 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear 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..... Raised Floor 1 21333 cf 2342 sf 2342 sf 0 sf 15 % of floor area 0.6 Btu/hr-sf-F 9.1 ft COMPUTER METHOD SUMMARY Page 7 C -2R Pro,j.ect,Title.......... Horn Residence Date .. 09/05/98 MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM C -2R , User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Wall 1.9 Wall 20 Wall 21 Wall 22 Wall 23 Wall 24 Wall 25 Roof 26 Door 27 Door 28 Door 29 Floor 106 0.065 17.8 270 90 No 101 0.065 17.8 270 90 No 45 Floor 21 # of 90 Vent Special 108 Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- (sf) --------- (cf) --------- Units itioned ------------ Type ------------ (ft) Csf) HOUSE 0.059 21 315 90 ------ --------- Residence 2342 21333 1.00 Yes Setback 0.0 1.4 38 0.059 OPAQUE SURFACES 225 90 Yes Area --------------- U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val ----- ----- Azm Tilt Gains --- ---- ----- Reference ------------ Comments ---------------- HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Wall 1.9 Wall 20 Wall 21 Wall 22 Wall 23 Wall 24 Wall 25 Roof 26 Door 27 Door 28 Door 29 Floor 106 0.065 17.8 270 90 No 101 0.065 17.8 270 90 No 45 0.059 21 270 90 Yes 108 0.059 21 270 90 Yes 150 0.059 21 270 90 Yes 38 0.059 21 315 90 Yes 38 0.059 21 270 90 Yes 38 0.059 21 225 90 Yes 30 0.059 21 270 90 Yes 46 0.065 17.8 180 90 No 45 0.059 21 180 90 Yes 162 0.059 21 180 90 Yes 169 0.059 21 180 90 Yes 59 0.059 21 180 90 Yes 90 0.059 21 90 90 Yes 68 0.059 21 45 90 Yes 180 0.059 21 90 90 Yes 36 0.059 21 135 90 Yes 50 0.059 21 90 90 Yes 36 0.059 21 45 90 Yes 155 0.059 21 90 90 Yes 375 0.059 21 0 90 Yes 13 0.059 21 0 90 Yes 45 0.059 21 0 90 Yes 2342 0.025 38 n/a 0 Yes 33 0.330 0 270 90 Yes 18 0.330 0 270 90 No 17 0.330 0 180 90 Yes 2342 0.037 19 n/a 0 No W.19.2X6.16 W.19.2X6.16 W.21.2X6.16 W.21.2X6.16 W.2.1.2X6.16 W.21.2X6.16 W.2.1.2X6.16 W.21.2X6.16 W.21.2X6.16 W.19.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 W.21.2X6.16 R.38.2X4.24 None None None FC.19.2X8.16 Comm.to garage Comm.to garage Ext. wall Ext. Wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall. Comm.to garage Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Ext. wall Attic Solid Wood Solid Wood Solid Wood Wood Floor COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Horn Residence Date .. 09/05/98 -------------------------------------------- MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area # of Vent Left Rght SC SC Interior Area Pan- Frame Open U- Act Hght Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- HOUSE ----- ---- --------- ------ ----- --- --- ---- ---- --------------- 1 Window 10.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 2 Window 7.0 2 Vinyl Fixed 0.570 270 90 0.88 0.78 None 3 Window 7.0 2 Vinyl Fixed 0.570 270 90 0.88 0.78 None 4 Window 10.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 5 Window 10.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 6 Window 12.0 2 Vinyl Slider 0.600 315 90 0.88 0.78 Drapes.Std 7 Window 12.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 8 Window 12.0 2 Vinyl Slider 0.600 225 '90 0.88 0.78 Drapes.Std 9 Window 10.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 10 Window 8.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 11 Window 20.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 12 Window 20.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 13 Window 20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 14 Door 40.0 2 Vinyl Hinged 0.600 45 90 0.88 0.78 Drapes.Std 15 Door 60.0 2 Vinyl Hinged 0.600 90 90 0.88 0.78 Drapes.Std 16 Window 6.0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 17 Window 20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 18 Window 6.0 2 Vinyl Slider 0.600 45 90 0.88 0.78 Drapes.Std 19 Window 30.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 20 Window 10.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 21 Window 2.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 None 22 Window 20.0 2 Vinyl Slider 0.600 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 ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 10.0 4.0 2.5 6.8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 7.0 6.7 1.0 11.8 1.5 n/a n/a n/a n/a n/a n/a. n/a n/a 3 Window 7.0 6.7 1.0 11.8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 10.0 4.0 2.5 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 4.0 2.5 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.0 4.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 10.0 4.0 2.5 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 8.0 4.0 2.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 20.0 5.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 5.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 5.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 40.0 6.7 6.0 4.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 60.0 6.7 9.0 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 6.0 3.0 2.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0 5.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Horn Residence Date........ 09/05/98 MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- System Type ---------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------- Minimum Duct Duct Duct Efficiency Location R -value Efficiency 6.60 HSPF Crawlspace 9.70 SEER Crawlspace WATER HEATING SYSTEMS ---------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Water Heater to meet minimum CEC Standards R-4.2 0.880 R-4.2 0.910 Tank External Energy Size Insulation Factor (gal) R -value - ------ ------ ---------- SPECIAL FEATURES/REMARKS ------------------------ Treated as single -story home. Lower floor will be unfinished and accessible only from outside. Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- 18 Window ----- 6.0 ----- 3.0 ----- 2.0 ---- 2.0 ---- 1.5 ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a ----- n/a ---- n/a 19 Window 30.0 5.0 6.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 10.0 4.0 2.5 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 2.0 1.0 2.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 20.0 5.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a System Type ---------------- HOUSE HPPackage HPPackage HVAC SYSTEMS ------------- Minimum Duct Duct Duct Efficiency Location R -value Efficiency 6.60 HSPF Crawlspace 9.70 SEER Crawlspace WATER HEATING SYSTEMS ---------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Water Heater to meet minimum CEC Standards R-4.2 0.880 R-4.2 0.910 Tank External Energy Size Insulation Factor (gal) R -value - ------ ------ ---------- SPECIAL FEATURES/REMARKS ------------------------ Treated as single -story home. Lower floor will be unfinished and accessible only from outside. HVAC SIZING Page 10 HVAC Pro4ect Title.......... Horn Residence Date .. 09/05/98 Project Address........ Oman Drive ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ---------- MICROPAS4 v4.51 File -HORN Wth-CTZ11S92 Program -HVAC SIZING User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- 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....... 2342 sf 21333 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- 270 deg (W) Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ 11902 6178 8431 5480 n/a 9829 12134 4982 n/a 2100 3247 1428 Sensible Load .................... 35715' 29998 Latent Load ...................... n/a 6000 ----------- ----------- Minimum Total Load 35715 35997 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. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY } ". OWNER: //oT%l BUII.DINGP~ :&ER_. PLAN CHECKER: of v�'Q A P.NUNIBER::.•G,°=9 RAL - Zoning requirements: (side yards and number of rrmitted living units). valuation r t tt. Plans signed by designer. Proper description of work on application Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.)., Recorded notice of violation. Complete parcel size and dimensions. �: a Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN - 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). e G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E:C. 210). Lights, switches, receptacles exterior receptacles for maintenance of mechanical equipment. Location of wate4✓ . , heatin and cooling equipment, other electrical or gas equipment. 116— Garage firewall, door size and closer (Section 302.4). Minimum of one TO" 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. 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 construct building. Rafter ties or bearing ridge beam. Fireplace construction details and ca1c. 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? July 1996 3.2 LW -1, Stairway details: landings, fin and ism, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). • Exterior plaster - weep sc ri6ds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36' halls and stairways. Living area over garage -complete I -has separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). f Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). , Combustion air for fuel burning appfianc es - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. C July 1996 :1�D N�IEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1998-054191 Recorded I REC FEE 10.00 Official Records I COPIES 2.50 County Of I But CANDACE J. GRUBBS I Recorder I I I Cindy 12:56PM 17 -Dec -1998 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. 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 from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Countv has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: PROPER T RS: State of California ) County of 607* ) personally appeared sAP eAl ,-% 1'7 t I/ personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. n-& wn WITNESS my hand and official seal.i� �"�.RD F3EU=iRSTE�Nh}+ 7 �L'{?h"y'.� '`.;✓r fes. �:.. .ic>t,'���. :c�,,�rR.!3Signatur Seal: ,�1 1 Older No. Eicrow No. Loan No. WHEN RECOR'DP MA TO: DOCUMENTARY TRANSFER TAX $... .. C9rnputed on the consideration or value of property conveyed; OR 1Computed on the consideration or value less liens or encumbrances remaining at time of sale������L�%��`1'i'����!/ GRANT DEED iil IIII II It illi I II I IIIII II III It III 1998—�m3t>�979 Recorded I REC FEE 7.00 Official Records I TAX 17.68 County Of I PENALTY 3.80 te CANDAI:E J. GRUBBS I Recorder I I I Maureen 83!M 23 -Jul -1998 I Page 1 of 1 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, hereby GRANT(S) to 6T-Fue�rj 4. Rog -N AN WNMA9--P-1Eb MA/U JU5Ed ub ynb KlrE the real property in the City of County of �� �� , State of California, described as L.OT 11) �}5 i wN 0 N,T�i�l�fi MAP AN as F� �.D IN D' e ST-tT�S a t1 I T No . q) Vj It IG Vf- - o H� � o f T74 �L ���`G r w o F TIK coiA J9 o a6 n vt-� STT OF C1�l�Fbi2NI A) , -alve /61 (clyl J 1002(1/94) MICHAEL MOONEY 5A MADRoNEAvE. CIVIL ENGINEER OROviLLE, CA 95966 r RCE 20647 (916) 533-2131 Butte County January 21, 1999 Building Inspection Department 7 County Center Drive Oroville, CA 95966 RE: Building Permit Horn/Starr I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration. Yours, 11-6 Michael Mooney My license expires 9-30-01 LTi Y&T tltll Poo L % (rbp- AN610 '04 0 O'p4,a MA 5,9' Y-4 590-4�