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HomeMy WebLinkAbout063-360-004y 063-360-004 PERMIT#98-0725 GAINES, William S. 15081 15081 Woodland Park Dr,Forest Ranch New Single Family rl,vA& a_# -q9 Wj 3 RESIDEMTIA 063-360-004 PERMIT#98-0725 GAINES, William S. PERMIT NO.' 15081 Woodland Park Dr,Forest Ranch PERMIT EXPI New Single Family OWNER CONTR. • ASSESSOi� � IIOF IICE�Py LOCATION O Address I GAS ' �ZT .. _ Meter By vJ� Dat .�ELECTR pate Meter By i V CHECKED , BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Txmp. Power Pole Called PG&E' OFFICE COPY Tc?mp. flet. Se E Address i Called PG&E GAS i Meter By Date Temp. Gas Servil ELECTRIC SCF I Meter By Dat Called PG&E JOB FINALED (Date) Signature N j,. V=OK O = Not OKNot - •=Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpaclng-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnectlonsSplice-Decal-Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ Pl-"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1-4- Date _ Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'a 3. Gas; MH Test -Demand -Valve -Connector '. + 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances ' 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness _ Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 'Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/9 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip, w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. TestWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpaclng-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns-ConnectlonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1-4- Date _ Card B-1 Date POOLS (Plans) OK except #'a 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/9 -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. TestWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Apl = Not Res RESIDENTIAL (Single & Duplex) #'s 2�. Main; Soils-Elec. Gmd&,X Fig. Depth Garage; Soils-Steel-Elec. G d/ /"Fig. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ J' Ftg. Depth _ b!Stemwalls, Main;'Steel-Blockouts-Wrapped y!temwalls, Gar e; Steel-Blockouts-Wrapped -- . .1 Hold D - and Special Anchors 4;P.Z9^48v9 i ireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test UF. ipe; Size Anchors - Yard Gas Piping; Size Test n _ 114ellAater Pipe; Test-Anchors-Requlator-Service Test 12. EI is Underground ienw is & Ducts; Cie Bolts-Joists-Vents-Cdppies 15. Access & Ventilation Date ELECTRICAL (Permit) OK except #'s NetAre & Transformer Clearance -Ins. Protection 24 lec. Receptacles Spacing -Lights & Switches at Doors 16. Insulation Size Bo s & No. of Conductors Stapled q -Z Y -98 Zp- W tN S VIC VP Date Date Date Card B-1 Date Card B- Date PLUMBING (Permit) OK except #'s Card B-1 Card B-1 ter WJCVccevs-Combustion Air Baffle Appliance Circuts in Kitchen & Conductor Size GFI . Water Pipe; Test & Anchor -Nail Protection ubfeed Wire Size/ tjga. Cu or .C. Wire Size/ / ga Cu or AI Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 12 VX Test Fittings & Anch -Nail Protection Ser vice -Riser Conductors & Ground -Main Disconect jQW'Shower Pan; Test, First Floor -Tub Access K 21. Test Tub & Shower, Second Floor -Tub Access Clothes Closet Light -Shower Light -Spa Light moke Detector \ Date 22. Gas Pipe; Sixe & Anchors Card B-1 c.. Date Card B-1 Date 71. Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date ELECTRICAL (Permit) OK except #'s NetAre & Transformer Clearance -Ins. Protection 24 lec. Receptacles Spacing -Lights & Switches at Doors Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4A. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-T -Shting.-Rfng. place Ties or Type A Flu ire roat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Arm. Windows or Exiting Doors -Sill Hgt. & Dimensions ,%OO'Garage Fire Protection Framing Property Line Firewall & Openings . Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits `SL_Sieirs; Width -Headroom -Rise -Run -Landing -Fire Protection oof Overhang -Attic Vents -Rafter Outriggers -'56. g -Nailing Veneer . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 5 . Shear Walls; Nailing -Bolts a LO 60. BracetWerior / Exterior YVall Panels 61. Insul tion-Walls-Cedings 62. 1 ation-Walls- Windows P..'t Date ° Card B Date Card B-1 Date Card B-1 Date Card B-1 Date Size Bo s & No. of Conductors Stapled 63. 5 e. Install ose Edge of Studs & C.J. 64. ip. Ground ma a up w/Mech Fastners-Bond Gas & Water 2. Appliance Circuts in Kitchen & Conductor Size GFI 66. ubfeed Wire Size/ tjga. Cu or .C. Wire Size/ / ga Cu or AI Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 3 Ser vice -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 3 Clothes Closet Light -Shower Light -Spa Light moke Detector \ Date ti. Card B-1 c.. Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. MECHANICAL (Permit) OK except #'s / 73. . Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date 82. FRAMING (Plans) OK except #'s . 4its Proper Materials & Anchors 4Y_' Walls Studs -Nailing Spacing & Braces -Plates -Sound 85. Bearing Walls over Girders & Floor Nailing .86. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4A. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-T -Shting.-Rfng. place Ties or Type A Flu ire roat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Arm. Windows or Exiting Doors -Sill Hgt. & Dimensions ,%OO'Garage Fire Protection Framing Property Line Firewall & Openings . Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits `SL_Sieirs; Width -Headroom -Rise -Run -Landing -Fire Protection oof Overhang -Attic Vents -Rafter Outriggers -'56. g -Nailing Veneer . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 5 . Shear Walls; Nailing -Bolts a LO 60. BracetWerior / Exterior YVall Panels 61. Insul tion-Walls-Cedings 62. 1 ation-Walls- Windows P..'t Date ° Card B 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-Conector- 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 & Recepticales 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 (G.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 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-FireplaceClearance to Openings .86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections m Previous Inspections 91. Gas T -Meters Tagged, Gas -Electric �� 4 !Z: 3 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: E� 'COUNTY OF BUTTE i` BUILDING DIVISION E. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE e0)A"� 94) 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 con p�leted. If y�u have any questions pertaining to this matter, or need additional explanation, plee ntact t is office immediately. IN Date �. Inspector ' REV 10/92 �•'.r� :--.-s M - T T; Via.-s.Tr ,,.., � .�--. .- d 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 I q6' 7z' 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 rhave any questions pertaining to this matter, or need additional explanation, please cc is office immediately. W174-wlecriP.-. ,c,e ' ' 1Qb Csa"0tacra?Ar .vAre� VG+ 4,14e %oecr � � �A A a I / ry � ry Date Inspector REV 10/92 02%08/99 21:13 FAX 530 891 8560 LOERKE INSUL. CO @101 LOERKE INSULATION CO., INC. Woodland Park um er an Forest Ranch INSULATION CERTIFICATE ounty Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R -Value) Bab or Blanket Type—fta[glass Batts Brand Name Johns Manville Thickness (inches) 13" Therrrat Resistance (R -Value) R38 Loose Fill Type _ Fiberglass Brand Name Johns Manville Contractods min. installed weight/ft sq. .659 je. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) Rag 3. EXTERIOR WALL Material Fiberglass Batts Thickness (Inches) 6.5"', i 4. RAISED FLOOR Material Fiberglass s Thickness (inches)_-. -5" 5. SLAB FLOOR / PERIMETER Material _ Thickness Perimeter Insulation Depth (inehe ) 6. FOUNDATION WALL Material Thickness (inches) ._ DECLARATION Bund Name Johns MatUille 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 En��gg��rr E�fficien Standards for residential buiklings (Title 24,Part 6, California Code of Regulations) as indr ed on the Certificate of compliance, where applicable. / it lel. �.1�► `Item # s Signature, ate LOERKE INSULATION CO., INC. ngu n r (CO. Name) e General contractor ( Ca Or InStaffing General Con1RGft 4Co. r Name) Orir 1. Installing StibcontractorCo.ame Or General Contractor (Co. ame) Or owner Q�'3 � 3�� - a b � t APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear .Density Testing Report Per ASTM 1557 Report Seq. No. i Client: Jim Crew Construction Page: 1 of 1 Address: 196 Valley Ridge Drive Date: 7/15/98 City, State: Paradise, CA 95969 Tech: M. Haydon Attn: Mr. Jim Crew Project: Gianes Residence Soil Description: Red Silty Clay Gauge # CALIBRATION DATA: Density Std. moisture Std. Density Xi ois ure Xi Compaction Equipment Req'd % mpa n Curve No. T-1 Max Dry Density 91.2 Opt. Moist. Content 33.7 90% Test # Test Depth 11-ocation Elev. wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 10" Living Room, North Edge FSG 116.0 28.9 87.2 33.1 96% PASS 2 6" Living Room, South Edge FSG 1 102.4 19.2 83.1 23.1 92% PASS 3 6" Garage, North Edge FSG 109.3 26.4 82.8 31.9 91% PASS 416" Garage, North Edge FSG 113.4 24.61 88.8 27.7 98% PASS REPORT: ~ Arrived at jobsite at 1400 hrs. to perform compaction testing of the the Gaines Residence, Building Pad. Performed 4 nuclear density tests at random locations as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. All test results indicate at least 90% relative compaction. Departed jobsite at 1445 hrs. 3 Copies to: Reviewed by: i APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Jim Crew Construction 196 Valley Ridge Drive Paradise, CA 95969 Mr. Jim Crew Gianes Residence Redish Brown Sandy Silt Jobsite 1 -2--F 3 0 100 200 6637 6810 6781 2760 2760 2760 3877 4050, 4021, 114.0 119.11 118.21 86.4 89.71 87.41 1 :T --F 3 1 4 905.1 903.9 927.1 707.2 702.3 708.6 88.7 87.2 87.9 618.5 615.1 620.7 201.61 218.5 V197.9 32.8%1 35.2% Sample No: T-1 Date: 16 -Jul -98 Tech: B. Carter Sample Weight: ' * 1 47400] Total sample wt: +3/4 rock wt: % of +314 rock: Specific Gravity of +314: Rock adj. density: Max adjusted density: 91.2 pcf Optimum moisture: Z3.7% This test was performed per ASTM 1557 Reviewed by: 92.0 91.0 '5 90.0 2i 89.0 C 88.0 14L 87.0 X2 + 1 - 1749.6 Y -16204 0923x 2 R----- -- 86.0 85.0 31.0% 32.0% 33.0% 34.0% 35.0% 36.0% Moisture Content (% of dry weight) Max density from curve: 91.2 Max adjusted density: 91.2 pcf Optimum moisture: Z3.7% This test was performed per ASTM 1557 Reviewed by: X I COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION .-7-County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 n PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 063-360-004 ZONINp PT BUILDING PERMIT OWNER WILLIAM S. GAINES TE893-5244 SO. FT. OCC. BUILDING VALUATION 2959 R 119 1115 MAIU,fJC3 FtD4RE6.00 s�ORTRESS ST. 1062 U 116.00 CONTRACTOR'S NAME TELEPHONE 548 C ((77 7 124.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER TEHAMA BANK Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 186 026.00 ARCHITECT OR ENGINEER BRANT NIGHTINGALE NORTH STAR LICENSE NO. Felin Fee $ 20.00 Permit Fee $ 944.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 6457 SKYWAY,PARA. 20 DECLARATION DR, CHICO Plan Checking Fee $ 613.60 BUILDINGADDRESS Energy Plan Checking Fee $ 23,00 PERMIT FEE S 1,600.60 LAT NO. 4 SUBDNISION'S NAME WOODLAND HEIGHTS SUBDIVISION PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF J7 Duplex ❑ Mobilehome O Other SPECIFY Each Trap 1 7.00 91.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New )C] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: SF 3 BEDROOM W/ ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoa�ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. �J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING .OLOS. OR ADDNS. ( 8 ACC. BLOS. 3.5¢SO sa, NON.R s"oT incl cuTcuT .140.75 @7.50 POWGLEER APPARATUS 8 SINOUTLET CIR. Ex. OccLI OUTLET OR FIXTURES 20 @ 1.00 BA L @ .50 Ex. Occup.ouTLEtDrs AESIo�ea 5.00 Temporary Service 23.00 23 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Filing Fee 20.00 Heating 2 GAS FUN 2 80.00 Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w rkers' compensation provisions of section 3700 of the Labor Code, I shall f hwith c ly with those provisions. X - L�v�-c�-Datez+� c! Sign ure of A (cant -- Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. �k 3�3 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 �qcc� 1i G` � PE TOTAL FEE $ 2,200.35 AZ -7. FEES IMP I FLOOD I CDF PARCEL PD I Ho I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated ove for which fees have By fil)n&&ate PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. DefB ReceiptNo. 236336/$2,180.35 �����S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT -. '.,�:�''r- �,sr. ...�•�' •'1 :� •._psr�••,epy,n �-^-s.:.j9n6�rG 'Ti'$i�`M imw 111t "_}�''Y`!�'a •�. ''i•�" COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION •��" 7 -CO TY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 / PERMIT APPLICATION DATA SHEET OWNER: �g Q� , W A.Q/1'1A ASSESSOR PARCEL &ANER: O 7 Proposed Building Use: g --? Building Inspector: Jjj Date: t-/ c? -9 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. Z=-------------------------------------------------- ❑ 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. 1:15. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑09�3`.afactured Home data and installation instructions including Tie Down Specifications ---------- (�:.=:1. ------------------------------------------- ------------------------- Impact fees as shown on the attached schedule. -rj4 California Department of Forestry plan approvf - - ------*,Q_3 ------------- ❑ 133elevation certificate.---------------�;-�--�------------------------------------------------------------ �14. Sanitation and plot plan approval Health Department. --------------------------------- 7 ❑ 15. City of Chico plumbing permit. ------------------------------------------------------------------------- ❑ 16. Plot plan and business license!ap�roval from the City of Biggs. ------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------- -- ❑ 18 ontact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on -(Date) 021. Contractor's license information. (Number, Name Style, Classification)- ----------------------=------------- ❑22 2orkers' Compensation carrier and policy number. ----------------------------------------------------------- 3. Owner -Builder Verification (Given to owner ❑, Mailed to owner 13) - -------------------------------------- 132$!Letter of signature authorization- ----------------------------------------------------------------- 25 . Recorded copy of Agricultural Acknowledgment Statement- ---------------------------------- kAl El26. Letter of intent on building use. ------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ E129. ---------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other:------- 4-!�vhen you issu g pyn t rgce� as follows ❑ Mail to owner, ail to contrac or. ❑Telephone l� `I and hold for pickup at office. ❑ beliver with inspector. V'Applicant: 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, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di unter, by Dat 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. �• E.H. USE ONLY Plot Plan Attached YtS Floor Plan Attached YeT Sent to B.D. TO:6/ Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Gaines _ Go -r,'#- 1��'A 63-366-004 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public A- Private Well Clearance for dw@4!iQ. Other 3 Ar,,we Hold final for: S7 o ,� nQ 6., ;�„y, Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date �e wL �'�/"'�f' :�{�192kJA�i' ,�' .. � ,�!t T- 1 '{.i .v�v •1 hvi�7�.� ' A/�iR:� Y •{,: �,n. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNERC� a� YJ(��� l�'1 A.P. # PROPOSED BUILDING USE R-3 DATE '-/`a,� `9oo REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................. $ . -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office)SZ5- 3. SHERIFF FEES (paid at Building Division) sidential ........ x $360.00 = p—(r,i�V 2 3� Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. I y 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK, $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 236k<53- q P-12 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. ese fees may be changed during the plan checking process. +APPLICANT DATE '� Zz.� Original -Owner Copy -Building Div. (Rev. 12/96) COICITY ; OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / County Center Drive - Oroville, California 95965 - Telephone (916) 538-754PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �y� Oce - - W ZONIP BUILDING PERMIT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION /,� s �'S '% •GHQ O WNERS MAILING ADDRESS aq 0 1 o 0 CONTRACTOR'S NAME I TELEPHONE 4Y,0 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 11A�Mfl BA*dtL - Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $, 00 ARCHITECT OR ENGINEER a � o ;LICENSE NO. Film Fee $ 20.00 Permit Fee $ gg e,CHTTECT O ENGINEERS MAILING NG ADDRESS �A Plan Checking Fee $ i�4 13 BU L•DI G- 1 �o� a Energy Plan Checking Fee $ ,6 $ r P PERMIT FEE S , LOT NO. SUBDIVISIONS NAMEghLA,tea S sulas�J.1 e. f� 5 -36 PARCE AP S PLUMBING PERMIT Filing Fee 20.00 USE OF STRUCTURE Each Trap ) 7.00 1 Solar or heat pump water heater 23.00 SF X Duplex ❑ Mobilehome ❑ Other Water piping 15.00 ',L)0 SPECIFY Each gas water heater or ant ' 15.00 30 OD TYPE OF WORK New IK Addition ❑ Remodel 13Utilities ❑ Installation ❑ Other ❑ Describe Work: 2F — — Gas piping system 1- 5 outlets 15.00 1,j b o Building sewer 15.00 ® D Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Fee 20.00 Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a ACC. BLDS. 3.,,s,.NEI5 NON•RES NSDT MULTI.OUTLET 97.50 OWER APPARATUS d PSINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES 6AL @ .so I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Ex. Occup. DFIX�75R�D°EA 5.00 Temporary Service 23.00 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. Mobile Home Facilities 20.00 Misc. Wiring 23.00 ❑ I, as owner of the property, am exclusively contracting with licensed contractors AOG 75- to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason PERMIT FEE t 5 WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Filing Fee 20.00 f 1 hereby affirm under penalty of perjury one of the following declarations: Heating v -4,n �b b / ❑ 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. Cooling5 Hood 6.50 , Ventilation 1 41 ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier PERMIT FEIE $ - Mobile Home Installation Fee 7$ 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 Energy Inspection Fee • - _ ' ,1 $ r 0p occ CONST. TYPE r1 �_� n� TOTAL FEE $ HAZ. D/ES ES IM Loop 1. workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. This permit is hereby issued under the applicab of the Butte County Code and/or Resolutio X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent i dI ated above for which fees have been /1 7^ -35 An OSHA permit is required for excavations over 5'0" deep and demolition or construction 01 of structures over 3 stories in height. By PERMIT EXPIRES ON Receipt No. 77 i S WHITED D S B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _ C)t�vs � h8 JQ er, hl� 901 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Jim Crew Construction Page: 1 of 1 Address: 196 Valley Ridge Drive Date: 7/15/98 City, State: Paradise, CA .95969 Tech: M. Haydon Ann: Mr. Jim Crew Project: Gianes Residence Soil Description: Red Silty Clay Gauge # CALIBRATION DATA: Density Std. ois ure Std. Density xi moisture xi Compaction Equipment Re4' d % Gompaction Curve No. T-1 Max Dry Density 91.2 Opt. Moist. Content 33.7 90% Test # Test Depth Location Elev. wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 10" Living Room, North Edge FSG 116.0 28.91 87.2 33.1 96% PASS 216" Living Room, South Edge FSG 1 102.4 19.2 83.11 23.1 92% PASS 3 6" Garage, North Edge FSG 109.3 26.4 82.8 31.9 91% PASS 4 6" Garage, North Edge FSG 113.4 24.6 88.8 27.7 98% PASS Arrived at jobsite at 1400 hrs. to perform compaction testing of the the Gaines Residence, Building Pad. Performed 4 nuclear density tests at random locations as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. All test results indicate at least 90% relative compaction. Departed jobsite at 1445 hrs. to: APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 92.0 91.0 'g 90.0 CL 2� 89.0 N C 88.0 0 87.0 86.0 85.0 Jim Crew Construction 196 Valley Ridge Drive Paradise, CA 95969 Mr. Jim Crew Gianes Residence Redish Brown Sandy Silt Jobsite 1 2 3 4 0 100 200 6637 6810 6781 2760 2760 2760 3877 4050 4021 114.0 119. "11 118.2 86.41 89.71 87.4 1 -f--F 3 4 905.1 903.9 927.1 707.2 702.3 708.6 88.7 87.2 87.9 618.5 615.1 620.7 197.9 201.61 218.5 32.0% 32.8%1 35.2% Sample No: T-1 Date: 16 -Jul -98 Tech: B. Carter Sample Weight: 4400 I Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: 'Y = -16204x2 + 10923x - 1749.6ii-- - ------------ - - �- - - RZ = 1 31.0% 32.0% Max density from curve 33.0% 34.0% Moisture Content (% of dry weight) 91.2 Max adjusted density: 91.2 pcf This test was performed per ASTM 1557 35.0% 36.0% Optimum moisture: Reviewed by: 718 1 .7% 0 %f TABLE OF CONTENTS TOC Project Title.......... GAINS RESIDENCE Date........ 05/19/98 Project Address........ ******* FOREST RANCH *v4.50* 7 Documentation,Author... Robert A. Mangrum ******* Bu ing Permit # Paradise Mechanical 5655 Almond Street Plan Check /'Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 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.......... GAINS RESIDENCE Date........ 05/19/98 PAdd ******* royect ress........ Documentation Author. Climate Zone........... Compliance Method...... FOREST RANCH Robert A. Mangrum Paradise Mechanical 5655 Almond Street Paradise, CA 95969 916-877-8882 11 MICROPAS4 v4.50 for *v4.50* ******* Building Permit # Plan Check / Date Field Check/ Date 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.. ....... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2965 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Raised Floor 33.4 s of floor area 0.49 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL Door n/a R-0 R-n/a R-0 0.330 GARAGE DOOR Roof Wood R-11.8 R-27 R-38.8 0.025 ROOF Floor Wood R-19 R-0 R-19 0.037 FLOOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 20.0 0.500 2 None None Yes Vinyl Window Front (E) 20.0 0.500 2 None None Yes Vinyl Window Front (E) 10.0 0.500 2 None None Yes Vinyl Window Front (SE) 10.0 0.500 2 None None Yes Vinyl Door Front (E) 0 .500 2 None None Yes Wood Window Front (E) .8.490 2 None None Yes Vinyl Window Front (E) 7.5 0.490 2 None None Yes Vinyl Window Right (NE) 6.0 0.500 2 None None Yes Vinyl Window Right (NE) 8.0 0.500 2 None None Yes Vinyl Window Right (NE) 28.0 0.500 2 None None Yes Vinyl Door Left (SW) 61.2 0.490 2 None None Yes Vinyl Window Left (SW) 18.0 0.490 2 None None Yes Vinyl Door Left (SW) 33.0 0.490 2 None None Yes Vinyl Window Left (SW) 10.0 0.490 2 None None Yes Vinyl Window Left (SW) 99.0 0.490 2 None None None Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... GAINS RESIDENCE Date -------- 05/19/98 MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM CF -1R User##-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 FENESTRATION THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorHorz Yes 760 1.5 TILE FLOOR LR HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.900 AFUE Crawlspace R-4.2 Setback ACSplit, 13.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas PipeInsulation 2 .60 EF 50 R-12 . # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Left (SW) 65.0 0.490 2 None None Yes Vinyl Window Back (NW) 72.0 0.490 2 None None Yes Vinyl Window Back (NW) 48.0 0.500 2 None None Yes Vinyl Window Back (NW) 30.0 0.490 2 None None Yes Vinyl Window Back (W) 80.0 0.490 2 None None Yes Vinyl Window Back (W) 40.0 0.500 2 None None Yes Vinyl Window Back (W) 36.0 0.490 2 None None Yes Vinyl Window Back (NW) 23.9 0.500 2 None None Yes Vinyl Window Left (SW) 12.0 0.500 2 None None Yes Vinyl Window Left (SW) 40.0 0.500 2 None None Yes Vinyl Window Left (SW) 40.0 0.500 2 None None 'Yes Vinyl Window Back (W) 16.0 0.490 2 None None Yes Vinyl Window Back (W) 30.0 0.490 2 None None. Yes Vinyl Window Right (N) 9.0 0.500 2 None None Yes Vinyl Window- Right (N) 10.0 0.500 2 None None Yes Vinyl Window Right (N) 12.0 0.500 2 None None Yes Vinyl Window Right (N) 25.0 0.500 2 None None Yes Vinyl Skylight Horz 4.0 0.540 2 None None None Vinyl THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorHorz Yes 760 1.5 TILE FLOOR LR HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.900 AFUE Crawlspace R-4.2 Setback ACSplit, 13.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas PipeInsulation 2 .60 EF 50 R-12 CERTIFICATE OF COMPLIANCE: -RESIDENTIAL Page 3 CF -1R Project Title.......... GAINS RESIDENCE Date........ 05/19/98 MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE.24 SPECIAL FEATURES/REMARKS This house has two 90+ AFUE furnaces with 13 SEER a/c untis. 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.... BILL GAINS Company. OWNER Address. Phone... License&J. Signed.. ` 'V"� V. (date) ENFORCEMENT.AGENCY Name.... Title... Agency.. Phone ... Signed.. (date) DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 -Almond Street Paradise, CA 95969 f Phone... 916-877-8882 Signed (O� - - CP - (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... GAINS RESIDENCE Date........ 05/19/98 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...... FOREST RANCH *v4.50* Robert A. Mangrum ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 916-877-8882 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92. Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 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 merit *150(a): Minimum R-19 ceiling insulation. /11 150(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 0.30-o, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality / standards. Indicate type and form. Y 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. J/ 150o(ng): Vapor barriers mandatory in Climate Zones 14 and 16l. .,ln 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.......... GAINS RESIDENCE Date........ 05/19/98 MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater).' 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect / hot water tank. f� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 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 Design- Enforce - 150(k): 40 lumens/watt or greater for general lighting in er ment kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. 1/ COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... GAINS'RESIDENCE Date........ 05/19/98 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...'... FOREST RANCH *v4.50* Robert A. Mangrum ******* Paradise.Mechanical 5655 Almond Street Paradise, CA 95969 916-871-8882 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4.50 for 1995.Standards by Enercomp, Inc. MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating....... .. 13.78 12.69 1.09 Space Cooling.......... 13.70 14.71 -1.01 Water Heating.......... 8.81 8.62 0.19 Total .36.29 36.02 0.27 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling.Height..... 2965 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Raised Floor 1 31902 cf 2965 sf 2965 sf 0 sf 33.4 % of floor area 0.49 Btu/hr-sf-F 10.8 ft COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... GAINS RESIDENCE Date........ 05/19/98 MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2965 31902 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 436 0.065 17.8 90 90 Yes W.19.2X6.16 FRONT WALL 2 Wall 280 0.065 17.8 135 90 Yes W.19.2X6.16 FRONT WALL 3 Wall 208 0.065 17.8 45 90 Yes W.19.2X6.16 FRONT WALL 4 Wall 80 0.065 17.8 180 90 Yes W.19.2X6.16 LEFT WALL 5 Wall 238 0.065 17.8 270 90 Yes W.19.2X6.16 BACK WALL 6 Wall 172 0.065 17.8 225 90 Yes W.19.2X6.16 BACK WALL 7 Wall 166 0.065 17.8 315 90 Yes W.19.2X6.16 BACK WALL 8 Wall 304 0.065 17.8 0 90 Yes W.19.2X6.16 RIGHT WALL 9 Wall 216 0.065 17.8 135 90 No W.19.2X6.16 RIGHT WALL 10 Door .24 0.330 0 135 90 No None GARAGE DOOR 11 Roof 2413 0.025 38.8 n/a 0 Yes R.38.2X4.24 ROOF 12 Roof 586 0.025 38.8 90 14 Yes R.38.2X4.24 ROOF 13 Floor 2965 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 20.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 2 Window 20.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 3 Window 10.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 4 Window 10.0 2 Vinyl Slider 0.500 135 90 0.88 0.78 None 5 Door 48.0 2 Wood Hinged 0.500 90 90 0.88 0.78 None 6 Window 18.8 2 Vinyl Fixed 0.490 90 90 0.88 0.78 None 7 Window 7.5 2 Vinyl Fixed 0.490 90 90 0.88 0.78 None 8 Window 6.0 2 Vinyl Slider 0.500 45 90 0.88 0.78 None 9 Window 8.0 2 Vinyl Slider 0.500 45 90 0.88 0.78 None 10 Window 28.0 2 Vinyl Slider 0.500 45 90 0.88 0.78 None 11 Door 61.2 2 Vinyl Hinged 0.490 225 90 0.88 0.78 None 12 Window 18.0 2 Vinyl Fixed 0.490 225 90 0.88 0.78'None 13 Door 33.0 2 Vinyl Hinged 0.490 225 90 0.88 0.78 None 14 Window 10.0 2 Vinyl Fixed 0.490 225 90 0.88 0.78 None 15 Window 99.0 2 Vinyl Fixed 0.490 225 90 0.88 0.78 None 16 Window 65.0 2 Vinyl Fixed 0.490 225 90 0.88 0.78 None 17 Window 72.0 2 Vinyl Fixed 0.490 315 90 0.88 0.78 None 18 Window 48.0 2 Vinyl Slider 0.500 315 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... GAINS RESIDENCE Date........ 05/19/98 MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 19 Window 30.0 2 Vinyl Fixed 0.490 315 90 0.88 0.78 None 20 Window 80.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 21 Window 40.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 22 Window 36.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 23 Window 23.9 2 Vinyl Slider 0.500 315 90 0.88 0.78 None 24 Window 12.0 2 Vinyl Slider 0.500 225 90 0.88 0.•78 None 25 Window 40.0 2 Vinyl Slider 0.500 225 90 0.88 0.78 None 26 Window 40.0 2 Vinyl Slider 0.500 225 90 0.88 0.78 None 27 Window 16.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 28 Window 30.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 29 Window 9.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 30 Window 10.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 31 Window 12.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 32 Window 25.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 33 Skylight 4.0 2 Vinyl Fixed 0.540 90 0 0.88 1.00 None 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 20.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10'.0 5.0 9.0- 3.0 0-.0 n/a n/a n/a n/a- n/a n/a n/a n/a 4 Window 10.0 4.0 6.0 6.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 48.0 8.0 6.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 18.8 6.0 6.0 9.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 7.5 2.0 6.0 9.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 8.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 28.0 7.0 4.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 61.2 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 18.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 33.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 10.0 5.0 9.0 3.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 65.0 6.0 15.0 1.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 72.0 8.0 9.0 17.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 48.0 8.0 6.0 17.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 30.0 2.0 15.0 17.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 80.0 6.6 12.0 11.0 0.0 nb/a n/a n/a n/a n/a n/a n/a n/a 21 Window 40.0 6.6 6.6 11.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 36.0 2.0 6.0 11.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 23.9 3.9 6.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 12.0 2.0 6.0 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 40.0 6.6 6.0 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 40.G 5.0 9.0 3.0 0'.0 n/a n/a n/a n/a n/a n/a n/a nra COMPUTER.METHOD SUMMARY Page 9 C -2R Project Title.......... GAINS RESIDENCE Date........ 05/19/98 MICROPAS4 v4.50_ File-3NIGHTIN Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 OVERHANGS AND SIDE FINS Mass Type HOUSE 1 InteriorHorz Left Fin Right Fin- Dpth Hght Ext Dpth Hght n/a n/a n/a Window- Overhang n/a n/a n/a n/a Area n/a n/a n/a n/a Left Rght n/a Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext 27 Window 16.0 5:0 9.0 3.0 0.0 n/a n/a n/a 28 Window 30.0 5.0 9.0 3.0 0.0 n/a n/a n/a 29 Window 9.0 5.0 9.0 3.0 0.0 n/a n/a n/a 30 Window 10.'0 4.0 2.5 1.0 0.0 n/a n/a n/a 31 Window 12.0 5.0 9:0 ' 3.0 0.0 n/a n/a n/a 32 Window 25.0 5.0 9.0 3.0 0.0 n/a n/a n/a THERMAL MASS Mass Type HOUSE 1 InteriorHorz Left Fin Right Fin- Dpth Hght Ext Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/A n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 760 1.5 24.0 0.67 R-0.0 TILE FLOOR LR HVAC SYSTEMS Minimum System Type Efficiency HOUSE Tank Type Duct Location Furnace 0.900 AFUE Crawlspace ACSplit 13.00 SEER Crawlspace WATER HEATING SYSTEMS Number in Heater Type Distribution Type System Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.860 Tank Energy Size Factor (gal) 1 Storage Gas PipeInsulation 2 .60 50 M SPECIAL FEATURES/REMARKS This house has two 90+ AFUE furnaces with 13 SEER a/c untis. U External Insulation R -value R-12 ,HVAC SIZING Page 10 HVAC Project Title.......... GAINS RESIDENCE Date........ 05/19/98 Project Address........ ******* Documentation Author... Climate Zone........... Compliance Method...... FOREST RANCH Robert A. Mangrum Paradise Mechanical 5655 Almond Street Paradise, CA 95969 916-877-8882 11 MICROPA84 v4.50 for *74.50* Building Permit # Plan Check / Date Field Check/ Date 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-3NIGHTIN Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -NIGHTINGALE TITLE 24 GENERAL INFORMATION Floor Area. .............. volume.. ... Front Orientation.......... Sizing Location............ Latitude... .... ...... . Winter Outside Design...... Winter Inside Design........ Summer Outside Design...... Summer Inside Design....... Summer Range ................ Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2965 sf 31902 cf' Front Facing PARADISE 39.8 degrees 30 F- 72 F 99 F 75 F 34 F Yes Yes Yes 0.30 HEATING AND COOLING LOAD SUNMKARY Sensible Load .................... 59255 Latent Load ...................... n/a Minimum Total Load 59255 90 deg (E) Cooling (Btuh) 6285 11750 20878 6629 2100 2382 '50024 15007 65031 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 Description (Btuh) Opaque Conduction and Solar...... 13818 Glazing Conduction ............... 20563 Glazing Solar .................... 11n/a Infiltration ..................... 19487 Internal Gain... ............... n/a Ducts............. ................ 5387 Sensible Load .................... 59255 Latent Load ...................... n/a Minimum Total Load 59255 90 deg (E) Cooling (Btuh) 6285 11750 20878 6629 2100 2382 '50024 15007 65031 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. GatMES 4 (27 /9p s' Ja . 1 FIELD F(ZAME O= SIMPSDA)' I(USZG CC74 G cOtjwy p' THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFA. Job: 0 ` TRUSS PROFILE R/ 24" D.C. FURRING TRUSS PROFILE 111TH 40" O.C. FURRING o BUILT-IN CRIPPLES BUILT-IN CRIPPLES o (REMAINS IN PLANE - (REMAINS IN PLANE m WITN TRUSS) WITH TRUSS) 96 HIP WITH FUR I -PLY �N6 HIP CHORD EXTENSION I -PLY (0) TYP. 115 HIP WITH FOR I -PLY (U) TYP. N5 HIP WITH FUR. I -PLY 94 IIIP CHORD EXTENSION I -PLY /N4 HIP WITH FUR I -PLY / SETBACK- CI�1 p3 HIP WITH FUR [-PLY SETBACK, � �_I� \ N3 )IIP WITII FUR. I -PLY N2 HIP W111-1 FOR I -PLY /N2 HIP CHUM EXTENSION [-PLY F�_��I9�IL—ST£21C�?Tl�lj 111 IIIP GIRDER MAY �(B) (0) (B) I (B) (0) (0)� NI HIP GIRDER MAY //II kin �TI���� SDE MULTIPLEMEMUEP, //�—������ DE MIAi[PLEMEMOER (B) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING v APPLIED TO TUPSIDE OF FLAT TOP (CONTINUOUS 2X4) (0) CRIPPLES SPACED 24' O.C. TYP. CII1P.0 BY [RECTION CDNIRACIUP, (0) FURRING & FLAT'IC ( SEE URACING DETAIL) SAME SIZE AND SPECIES AS DESIGN • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE NI HIP I MAY BE I JACK RAFTER RICIU CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSBN CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. O O O O O O RTRUSS C=3OO0 n r= JACK RAFTER. PERMANENT START OF TOP [110120 EXTENSION (SLOPING TO FLAT) NI HIP, REFER TO ORIGINAL BRAVING FOR MORE INFORMATIII • SET© L (B) PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING v APPLIED TO TOPSIDE OF FLAT TOP (CONTINUOUS 2X4) (I1) CRIPPLES SPACED 40' O.C. TYP, CHORD BY ERECTION Cl1NTRACTOP. (0) FURRING & FLAT TC fSEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER, CRITERIA NOT SHOWN HERE. BRACING DETAIL — SECTION A—A FLAT TDP CHORD PURLINS START OF THE TOP CHORD (CONTINUOUS) EXTENSION (TYPICAL) \ / (SLOPING TO FLAT) \ POOF SHEATHING JACK RAFTER. � Z PCRMANF:IJI D AGDNALS FORM BRACED GAY. REPEAT AT ALL HIP ENDS AND AT APPPUXIMATELY 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)) NUIE: PEPMANENI OIAGIINAL OPAFING NAILED TO UNDERSIDE OF FLAT TOP CHORD PREVENTS LAIERAL MOVEMENT OF TUP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL) 10 #1 HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT NI HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS;SjI`LjWEO. ) "IMPORTANT SHALL 01`BE RESPONSRIBL►OR INC. WARNINCi1Ni5sEs HANDLING. EnECTIO QUIRE E$VREKE LAND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AIIY BRACING. SEE HIO -91 By IPI. SEE THIS DESIGN 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 4j ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUINENENIt:.HESS OTHERWISE INDICATED, TOP W A44G GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD 514ALL BE LATERALLY BnACED WITH PROPER q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S/EA1111NG. 001TUM CIGnD CONNECTORS PER DRAWINGS 170. 150 C 100A -F. DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGID CEILING -- SEE COttFOT91 "APPLICABLE PROVISIONS OF NOS C IPI. AN ENGIIEWS ALPINE IECIN41CAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS ORAW111G APPLIES t0 INE COMM11EN1 DEPICTED IEnE DRYWALL APPLICAIIUN. FURNISH A COPY OF 11115 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANI OVER WAY, DESIGN 10 THE tRUSS ERECTION COIIInAC10A. .__,", . ,mice P1 nr IN'.I11111F. lilt.^, - 1911 NA110101 nESIC11 SPCCIFICATIOH FOR WOOD m1r.1nO1:11O11 1 tF R427--3'. Tc QL.EPA* •% X TE 04/2 ME 0 " EIC LL • PSF CA—EN, G PBC TOT.LD. * PSF cIV 0� OUR. FAC. OfCAIi��, SPACING * _ loll �6��•pp�' �►. CCC. is ■A.■C i��►r►i��C� N no ■.■ ■ C■■.��:.�. ■■M,�, .0 ■■ HE low, . �. .�.��. \ POOF SHEATHING JACK RAFTER. � Z PCRMANF:IJI D AGDNALS FORM BRACED GAY. REPEAT AT ALL HIP ENDS AND AT APPPUXIMATELY 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)) NUIE: PEPMANENI OIAGIINAL OPAFING NAILED TO UNDERSIDE OF FLAT TOP CHORD PREVENTS LAIERAL MOVEMENT OF TUP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL) 10 #1 HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT NI HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS;SjI`LjWEO. ) "IMPORTANT SHALL 01`BE RESPONSRIBL►OR INC. WARNINCi1Ni5sEs HANDLING. EnECTIO QUIRE E$VREKE LAND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AIIY BRACING. SEE HIO -91 By IPI. SEE THIS DESIGN 4 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 4j ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUINENENIt:.HESS OTHERWISE INDICATED, TOP W A44G GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD 514ALL BE LATERALLY BnACED WITH PROPER q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S/EA1111NG. 001TUM CIGnD CONNECTORS PER DRAWINGS 170. 150 C 100A -F. DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGID CEILING -- SEE COttFOT91 "APPLICABLE PROVISIONS OF NOS C IPI. AN ENGIIEWS ALPINE IECIN41CAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS ORAW111G APPLIES t0 INE COMM11EN1 DEPICTED IEnE DRYWALL APPLICAIIUN. FURNISH A COPY OF 11115 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANI OVER WAY, DESIGN 10 THE tRUSS ERECTION COIIInAC10A. .__,", . ,mice P1 nr IN'.I11111F. lilt.^, - 1911 NA110101 nESIC11 SPCCIFICATIOH FOR WOOD m1r.1nO1:11O11 1 tF R427--3'. Tc QL.EPA* •% X TE 04/2 ME 0 " EIC LL • PSF CA—EN, G PBC TOT.LD. * PSF cIV 0� OUR. FAC. OfCAIi��, SPACING * _ To FPGE PLAN I -- -- — - NIP' MAC.Ilr>r R � 2A�'o•G.TfP 1 lCkCl- C. ;o-ClN6 1evl,;, To f S�Gi: G�+E� --- con,tMoN No � or ANT ER 2K4 r� rl•�<v • Q Hip. c�N7��• . ...HIP � TO RIDGE Q �ii�lrlp aJ1:011 ' ' ' 2� 4 C7 P. Q.c G Q {� 11� M�iiic Iz Tc�?- o� H I P NIPM14*N w/ �TrvR ..0.,.. - � SPLICE --- �•�G oft HIP THIP MASTER B GGi� ar,I- STANDARD' HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (916) 893-0112 GAINES-GAINES -lrT-1 HIP [6 -SBI [2 -PL ITOP CHORD 2x6 DF -L #2 :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 OF -L Standard N -LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 93. (ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. L_ cc' -"3 OTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.27'. o EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.31'. 0 1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES 0 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY -4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER m 24.00'oc. ATTACH WITH 2-16d NAILS 5 2x4 DIAGONAL BRACE PER HIS -91 13.2.1(FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oc. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. H LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. V A , 0 a w A w w w5x8f w5xam w z W1. 5X4 c.� z 6r w W5XB(Al) s La w5X12 a W3X4 6-0-0 �-X30-0-0.Over.2 Suppor nom. R-4176 W-3.5' -- _ o R3 -2842E I.I.— TDT-OG\D nocirm RCrlterler TP THIS DWG PREPARED FROM COMPUTER INPUT ,(LOADS &•DIMENSIONS) SUBMITTED BY TRUSS MR. 2 Complete Trusses Required NAILING SCHEDULE: (IOcL-box nails) TOP CHORD: 1 ROW 0 8" O.C. BOT CHORD: 1 ROW 0 12" O.C. WEBS : I ROW 6 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. %(A) 7X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED, ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. NOTE: REACTIONS R S R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W3X8a T2 W5XBa W5SX8♦ W1.5X4 -0 --T 6 W5XS (Al) ,3 -0-0 HS616 EG3 W3X4a w5X12 6a T -0-0_-a-o�1 R-4176 W -3.S• R3-2842# C6 -IARRI56- IWRi[i RIV�IR{ 1. 11W11 .Ml BNACIN6. REFER i0 III -91 (HANDLING AfTAllllG ALD OACING), ►OBLISIED DY fll (TRISf PLATE INSTITUTE. iN D'OHOFRIO OR.. SHITE ON. HADIfON. MI G3T1p. FOR SAFETY ►tAGTICI ' I TO NAVE PROPERLY ATTACIED f/0:Ajr 20 19E ~ PEIFORMIIB TIES[ FIBCTIOBS. OILOS OTHERWISE INDICATED. TOP CIORD SHAH STRICTUNAL PANELS, DOTTOM CHORD SNAIL HAVE A PROPERLY ATTACIEI AIDES CEILING. O. 0056006 0oIIrORTANTR" FINNISH A COPY OF THIS DESIGN TO III INSTALLATION CONTRACTOR. ALPINE ENGINEERED TO lao.6aQ.7 N /ROSOCTS. INC. STALL HOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN: ANY FAILIIE mo THE TROSSIS 11 COWORMARCE MITE TPI: 01 FABRICATING, HANDLING. SNIPPING. 113TALLIKA AID 0 4 BRACIIG OF TRISSES. THIS DESIGN COiORMS WITH APPLICABLE PROVISIOIS OF RDD 411310004, DESIGN W SPECIFICATION /IILllIfD BY TBE AMERICAN FOUST AND PAPER ASSOCIATION) AND TPI. ALPINE COINIDTORI ARE MADE OF RODA ASTM A1163 MAO CALM. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TAOSS. AID OILESS OTHERWISE LOCATED ON THIS DESIGN. FOSITIOI C01=7OLt PER at IRAMOS IID A -I. THE SEAL C. THIS ORAWINO INDICATES ACCEPTANCE OF PROFESSIONAL OF lfS►ONSpILITY SOLELY FOR THE TLU33 COMPOIFN1 0ElIG1 INOWI. TME SUITABILITY AND PSf OF THIS AlplooS&�9Ps b,I% COMPONENT FOR ANT ►ARTICULAR IOILDIBO IS TIE LESPONSIBILITY OF THE BUILDINO DESION[R, PEA so AISI/TPI 1-II96 SECTION E. TC LL QQco ow. Trn BCAL polOPPSf 0.0 PS OT.LD. 62.0 PSF OUR.FAC. 1.15 SPACING SEE ABOVE CA7ENG PBC/ -G SEON - 44345 FROM E.D a GAINES-GAINES -T-IA HIP [8'SBI) THIS DWS PREPARED FROM COMPUTER INPUT (LOADS &.DIMENSIONS) SUBMITTED BY TRUSS MFR. (TOP CHORD 2x6 DF -L #2 :T2 2X6 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard N LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 9 �. (CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE r .EOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. C.-). �IOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.27'. C=; EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.31'. z USE THIS DESIGN FOR COMMON HIP TRUSSES A 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 8 24.00'oc. ATTACH WITH 2-16d NAILS A 20 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6) OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 8 EVERY 05-07-14 FT. oc. W5X80 W5X8 ® W. E— W1.5X4 ,z# 6 r- AtAj O a O.. A a W5X12 = W3X4® HS C-0 W5X8 (Al) a z :2-- r=3 C=3 Wz v-amj ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. RECOMMENDED CAMBER 3/8- AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8 Ab W5X8(Al) W-s-cfl a 1 8-0-0 1 16-5-8 _1_ 5-6-8 _I d I 30-0-0 Over 2 Supports '1 R-2842 W-3.5' R-2842 W-3.5' a rn 0 N ei T Tve u4—k C+..e..m+N. Mau& TDT-GRVR DE TSA -40-0-0 — T07r* C — rn rn ^, ao N NED— a P•. �, �� CA 95329 µ111K" TRRSSES t[GIIIE EITRES WE EI PA.RuwTIYI. IA.YLi.., iallld. Oi,AI•a.. MY BSACING. 11FR TO EIE-01 (SANDLBG IRSTALLINN ARD BRACING). ►URLISRED IY T►I (ROSS PLATE INSTITRTE, CR3 D'OSOFRIG OR.. SUITE 900, NADIS00, HI 63720), FOR SAFETY PRACTICES PRIOR TO FESFOININN THESE FFNCTIOIS. UNLESS OTHERWISE INDICATED, TOP CORD SHAD. RAVE MOPRLY ATTACHED STROCTRIAL PANELS. $OTTO" CHORD SHALL HAVE A PROPERLY ATTACRED RISID CEILING. INMTANT-^ F uI7R A COPY OF RIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ESOINEREO PRNDICTS, INC. INAWL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BOIL$ TIE TROSSIS 10 CINFOUAICE WITH TPI: 01 FANtICATIIG, HANILTto. SHIPPING. IRSTALLING AND BRACING OF BOSSES. THIS DESK CONFORMS WITS MPLICANLE PROVISIONS OF NDS (RATIONAL RISEN SPECIFICATION FUNLISNED BY TUE AWERICAR FOREST ASO PAPER ASSOCIATION) AID TPI. AL►INE CONNECTORS ARE RADE OF 900A ASTM A663 GR40 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORL TO E PER POSITION PROFESSIONAL EAC FAC[ OF TRUSS, AND USIEtf 1 THIS DR WINTER ON THIS ACCEPTANCE DIAWIROS 160 A-1. THE SIAL ON itltt pAAYI30 IIDLGTES ACCP►TANCE OF ►RDFEESIOHAL EOG[SERIOG RE3►ONSIDILITY SOLELY FDR THE TRUSS CWONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR AST FARTIWIAI RWII$lNG t9 THE I[S►DNSIBILITY of THE BUILDING DESIGNER. fER AIfI/TPI 1 -IVPs SEOTION I. ' (LL6. G �%�4I`PSF' r1 S p� APr 28 ' 0 b V NO. � 2 B L 1 PST �V. ('O�".y��j BR L. U . V PSF P TOT. LD. 62.0 PSF %O OUR. FAC. 1.15 SPACING 24.0' 4 Z•• - - G 04/28/98 D C•,^. 27 BQ110002 CA -ENG � C/ GWH SEON - 44357 FROM E.D GAINES-GAINES - T-2 CONN) THIS DWG PREPARED FRAM COMPUTER INPUT GOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard N rn )LATES DESIGNED FOR GREEN LUMBER PER MOS -91 TABLE 7.3.3. n-: 'CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE r` 1EQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. C -) o NOTE: BC CHECKED FOR 30 PSF ADDITIONAL LIVE LOAD 0 4CCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). W7X6 0 cn 6 r A O a Fs.. A W1.5X4 IN WSX6 (A2) P3 w z z w C-3 L*2-8-0>j ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACINfi TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WSX6 EO W5X6(AZ) M W -8-01-j +B-0-0 J- 15-0-0 _ ,im COUNTY T- _- - 30-0-0 Over 2 Supports _ 13UI, 0 � pARTM EN R-2148 W-3.5' - R-21488 W-3.5' 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale -.1875"/Ft. rn ARW1*V' TtUSSft REQUItE EEIREME CARE 11 FABRICATION. HANDLING. SNIPPING. IUTALL140 AND GRACING. REFER TO H1B-9I (HANDLING IRSTALLINO AND BRACING). PN/LISNED IV TPI (TRUSS PLATE IISTETOTE. in O'OIOFRIO DR.. SURE t0/. MADISON. GI WIN). FOR SAFETY PRACTICES PRIOR TO TC LL 37.0 PSF REF 8427--68600 DATE 04/28/98 rn .--. PENFOtMIN THESE FUNCTIONS. UNLESS OTNERWISI INDICATED. TOP Clan SNAIL HAVE MOPERLY ATTACHED AOr 28 X48 TC DL 15.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SWLL RAVE A PROPEOLY ATTACHED RIGID CEILING. Mo. DRW CAUSR427 98117024 CJD IMPORTANT" FURNISH A COPY OF THIS DESIGN TO 701 INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF N MDOUCTS. INC. SNAIL NOT NE RESPONSIBLE FOR ANY DEVIATION FRO* TNI& DESIGN: ANY FAILURE TO Tit AUSKS 10 HIS DESIGN178 TPI; OR APPLITCABLE PROVISIONS OF GDS (NATIONALI14 DESIGN em. BC LL 0.0 PSF CA -ENG PBC/GWH 924 93> BRACING OFIWILB TRUSSES. CONFORMS WITH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S E ON - 44 285 C I ��NS,,,,,,..,,..� 1 "Y'-'��"O"-`-""A��•�' 8tcemment%G 95M CON9EtloU ARE WE OF 296A ASTM AISS 440 GALV. STEEL. EICE►T AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AINLESS OTBERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOIS PER CD DRAWINGS 190 A-E. THE SEAL 01 THIS DRAWIIO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY OF TN[ BUILDING DESIGNER. USE PER THIS BUILDING COMPONENT COMPOICITIFORYANY PANT INLAtTHE ANSI/TFI I -IKON SECTION 2. IdNTOT.LD. "'F� 62.0 PSF DUR. FAC. 1.15 FROM E. D SPACING 24.00 GAINES-GAINES - T-3 MOD/HIP [6'SBI (2-PLYI) THIS OWG PREPARED FR(M COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR— TOP CHORD 2x6 DF -L #2 :T2 2x6 DF -L SS: BOT CHORD 2x6 DF -L SS c�T WEBS 20 DF -L Standard �)LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. cs;40TE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.27'. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.30'. c"JI HIP DESIGNED TO SUPPORT 6-0-0 JACKS WITH NO WEBS. CORNER SET IS c--�,ONVENTIONALLY FRAMED AT 6-0-0 FROM RIGHT END. ADDITIONAL 2270# "':ONCENTRATED LOAD CREATED BY TRUSS 98118003 FRAMING TO THE BOTTOM o :HORD AT 6-0-0 FROM RIGHT END OF TRUSS. z USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES 0 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 8 24.00'oc. ATTACH WITH 2-16d NAILS A 2x4 DIA60NAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 8 EVERY 05-07-14 FT. oc. (H)RECOMMENDED CONNECTION FOR TRUSS #98118003 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. v k RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a W1.5x4 M a jW1 X4 MWN WX4� * W3X106s zw 6 N2.5X4 ■ W1.5X4 s W5X8 w W5X8(Al) w W5X12 � W4X4 Em HS616 a t 2 Complete Trusses Required NAILING SCHEDULE: (10c1—box-nails) TOP CHORD: 1 ROW A 8' o.c. BOT CHORD: 1 ROW 0 12' O.C. WEBS : I ROW 9 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) BE! NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. RECOMMENDED CAMBER 3/8- AT MIDSPAN BETWEEN BEARINGS. NOTE: REACTIONS R 5 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. * THIS AREA OF FLAT TOP CHORD TO BE BRACED AT 24' O.C. W5XB W5X8 w W1. 5X4 ♦ 1 ,6 ��u ;� W4X12(A1) - -0-0 W3X4- N5X12- T �_a_yl 11-11-4 I 12-0-12 I 6-0-0 I _8_o�� U� ! i 30-0-0 Over 2 Support - R-3376 W -3.5 j 2270 iG CREPARTl1J1EN o --� R3-2824# (H R -5496W' R3 -2829A V 0a PLT TYP. High Stren th Wave TPI -95\R Design Criterla: TPI STD CYC - - - - Scale -,.18750/Ft;- 1 rn ARMING•• TRUSSES REG1111 ENTRIMI CARE EM FABRICATION. NMDLIBG. SNIPPING. INSTALLING AND NRACIHG. REFEL TO NIB -BI (HANDLING INSTALLINS AND BRACIEO). PUBLISHED NY TPI MISS MUTE INSTITUTE. SRS 0101WRIC DR.. SUITE COO. MADISON. ME 53710). FGR SAFETY PRACTICES PRIG TO �. TC LL 37.0 PSF REF R427--68601 DATE 04/28/98 C" PENFOIMINN THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CAM SHALL RAYS PROPERLY ATTACHED Apr 28 '9 TC DL 15.0 PSF STRUCTURAL PANELS. BOTTOM CMID SMALL HAVE A PNOPEMLY ATTACHED RIGID CEILING. NO. 0068006 DRW CAUSR4n 98118008 Ca IMPORTANT" FINNISH A COPY OF THIS DE3I61 TO THE INSTALLATION CONTRACTOR. AL►INE EIOIIEIRED BC DL 10.0 PSF CV PRODUCTS. IRC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FLOM THIS DESIGN. ANY FAILURE TO mP• CA -ENG PBC/GWH ca BUCINGRaiiiiucS. CONFORMANCE SIGN CONFORMS WITH�IICCABLE PROVISIORSSOF IDS IIATToui o0Es1Aa53N PBC LL 0.0 PSF Q.. SPECIFICATION PPILISHEO BY TNT AMERICAN FOREST AID PAPEI ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM AI62 GR40 GALT. STEIN. EXCEPT AS NOTED. APPLY CoNNEcroas To TOT. LD. 62.0 PSF SEAN - 44403 EACB FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS 1E1ION. POSITION CONNECTOLf PER DUR .FAC . 1.15 f ROM E . D ORAYINOS ISO A -Ty L. THE SEAL ON THIS ONAWING INDICATES ACCEPTANCE OF PROFESSIONALLEIEHOIIF[lINO A C' � s.GLlmmw,cAssMat COM/OHENTPO EFOR Any L►ARTICULATY FOR E BUILDING IS TIE MUSS 7RESPONSIBILITY OF THE BUILDING DESIGN SHOWN. THE DESIGIERSANDEDER THIS SPACING SEE ABOVE AISIiTPI 1.1021 SECrION 2. NES-GAINES - T-4 TOP CHORD 2x6 OF -L #2 BOT CHORD 2x6 DF -L #1 c�1 WEBS 20 DF -L Standard :OHNECTOR PLATES GUST BE INSTALLED IN ACCORDANCE WITH THE 1-4EQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. �4EOOMM1E*BfiB.CONNECTION FOR 24-0-0 TRUSSES FRAMING TO THE BOTTOM ccv",:HORD AT 24' O.C.c_SIMPSON-HUS26: SEE CATALOG C-PT95H-1 FOR c=114AILING SPECIFICATIONS._[UNLESS-OTHERWISE SPECIFIED, SUPPORTED 0 4EMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF z SUPPORTING GIRDER.] W1.5X4 Of W5XBs 6 1 0 3-6-6 0 Li Tx A W cw r� 4 1 �-O-O W5x8 m W3x8 z W3X8(A1) Q w w z -6-_0�0_Ower 2 _Supports=t R✓2S13 W-3.5' _ R -2269-W-3• w N THIS DWG PREPARED FROM CONFUTER INPUT (LOADS 5 DEMENSIONS) SUBMITTED BY TRUSS MFR— PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS GIRDER DESIGNED TO CARRY 24-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02.00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. PROVIDE HANGER AT RIGHT HEEL FOR 2269# REACTION. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' 0.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rnlikCIR0. ROM TO 110-91 (MANDLISO INSTALLING AND RIACINO). FURLISMEO BY TPI (TRUNS RATE rn IISTITUTE. SN D'OIOFRIO K.. SUITE fOD. NADISOI. WE 61710). FOR SAFETY PRACTICES PRIOR TO -.-. PERFOf11I10 TRISE FUNCTIONS. UNLESS OTNERBISE INDICATED. TOP COW SMALL RAVE PROPERLY ATTACHED ST STRUCTURAL PANELS. NOTION CIORD ALL RAVE A PRO►EOLY ATYACMED RIGID CIILt1L cc;IWORTARIe• FU NISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. AL►Ilf ENGINEERED N PRODUCTS. INC. SMALL 101 BE tES►OBSIBLS FOR ANY DEVIATION FROM TRIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IM CORFORMANCE WITH TPI: OE FAIRICATING. HAWLIK. SNIPPING. INSTALLING AID cid—Acs- i BRACING OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN cl- SPECVICA710B PUBLISHED IV THE AMERICAN FOREST Am PAPER ASSOCIATION) AND T►I. ALPINE COIBECTDIS ARE WE OF look ASTM kip 011/ QALY. STEEL. EXCEPT AS IOTEO. APPLY COINECTORS 70 EACH FACE Of TRUSS. AND VALES$ OTUERWIS[ LOCATED 01 THIS DESIGN. POSITION CORIECTORS PER DRAWIIGS 168 A-E. TBE SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRE TRUSS COMPONENT DESIGN SNOW,. 701 SUITABILITY AND OSE OF THIS A)j� G9� 3 � COMPONENT FOR ANY PARTICULAR BUILRIW4 IS TIE RESPONSIBILITY OF TRE IUILOIIG 0111GIEt. PER ANSI/TPI 1.1996 SECTION Z. . TM COUNTY alin1�G DEPARI N- ts`� .-y Apr 28 '9 TC � 37 TC DL 15 PS PS aw DL 10.0 PSF LL 0.0 FOT.LD. PSF 62.0 PSF OR. 1.15 QFGAt SPACING SEE ABOVE DATE — 04/'28/98 DRW cAust427 jaimos CA -ENG PBC/GWH SEON - 44329 FROM E.D INES-GAINES - T-5 COHN ITOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 c�T WEBS 2x4 DF -L Standard M ILATES DESI6NED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. a (NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD M— 1CCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). c`l_- o 0 z v ra 0 a oma. Ta w T3: w w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRU55 MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.000 o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3.H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X4- z Le -2-8-04 Le-2-8-0-wj 12-0-0 J X24-0-0 Over 2 -Supports, `Bpi R-1776 W-3.5' R-1776 W-3.5' -95\R teria: Z3; BGCpIG. REFER TO 011.91 11410LING INSTALLING AND SAACING). PUBLISIED BY TPI (ROSS KATE rn INSTITUTE. 663 0101MIO BR.. SOITE 200. IWISON. WI ISILD). FOR SAFETY PRACTICES PRIOR TO ---. PIRFDUM THESE FUNCTIONS. NNLESS OTBERVISE INDICATED. TOP CNORD SRALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNORD SHALL RAVE A FROPERLY ATTACHED RIGID CEILING. mIMFORTANT** FINNISH A COPY OF Rp DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS. INC. SNAIL 107 of RESPONSIBLE FOR ANY DEVIATION FROM IVIS DESIGN: ANY FAILURE To BUIL1 THE TROSSES IN CONFOIPARCE WITH T►I; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND a BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS IMMORAL DESIGN Q1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER A310CIA11I01) ANO TPI. ALPINE COINECTORS ARE MADE OF 90" ASTM ANSI GRAD DALY. STEEL. EICEPT AS NOTED. "PLY CONNECTORS TOI EACH FACE OF TRUSS. AND UNLESS OTHEIMI31 LOCATED 01 THIS DESIGN. POSI7101 CONNECTORS PER DLANINOS 1N0 A-1. TRE SEAL ON THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING per, BTW RESPGNSTOILITY SOLELY FOR THE TRUSS COMPONENT 015161 SHOWN. THE SUITABILITY AND USE OF THIS S G9 � COMPONENT FOR ANY PARTICULAR NUILDLO IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ►EA ANSI/TPI 1.1996 SECTION 2. Apr 28 '98 No. COSOODS +B-0-0 oum COUNTY i TC Ll 7.PSFI TC A - 15. PSFII BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 62.0 PSF DUR.FAC. 1.15 SPACING 24.00 DATE- 04/26/98 DRW CAUSR427 99118004 CA -ENG PBC/GWH SEQN - 44294 FROM E.D -GAINES - T -5A COMN) ITOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 cu WEBS 2x4 DF -L Standard N a_ --.'LATE$ DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. PIN LIEU OF RIGID SHEATHING: �- OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED cc`'^',1 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. SIR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. o (UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. z 1 U A O C1: O-. A W W W W z z W W5X4 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMI7TED BY TRUSS MFR. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). PROVIDE HANGER AT RIGHT HEEL FOR 1460# REACTION. -T':-�A 4-2-8-0'j .F'a (_ 12-0-0 _I_ 12-0-0 _I �24�0-0-Over-2 Support --- R-1804 W-3.5' R-1460 W-2' w C 3 rn 2 Co N a -ARZOVION, A1p3DDEG*oeas+d PIu�Dct1, E= SAalmatq, E:A93RIS OWING.- REFEI TO II9-91 (NANID LINO INSTALLING ABRACIN). PUBLISHED BY TTI (TRIS. PLATE INSTITUTE. 662 I'ONOFRIO DR.. SUITE MO. 1LADISON. MI 62719). FOR SAFETY PRACTICE! PIIOR TO PEIFORMN TIES[ FONCTIONS. UUESS OTHERWISE INDICATED. TOP CHORD SRALL RAYS PROPERLY ATTACHED STIUCTURAL PANELS. NOTION COULD SPALL SAVE A PM?[RLY ATTAC1ED RIOLD CEILING. "INPORTAIT— FORBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1914[all PRODUCTS. INC. SHALL NOT It RESPONSIBLE FSA ANY DEVIATION FUN THIS DESIGN: ANY FAILURE TO N/ILD THE TRUSSES II CONFORMANCE MITB TPI: OR FABRICATION. RANKING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. TITS DESIGN CONFORMS BEEN APPLICABLE PROVISIOIS OF ADS (NATIONAL DESIGN SPECIFICATIOB PUBLISHED BY THE AMERICAN FOREST AIM PAPER ASSOCIATION) AID TPI. ALPINE CONIECTO(IS ARE WE OF 20NA ASTM A9E3 U40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO GCA FACE OF TRYlS. ABD UtLESS OTHERNISE LOCATED 01 THIS DESIGN. POSITION CONN[CTOR! PER DGMIN03 100 A•E. INE SGL 01 THIS DIAMING INDICATES ACCEPTANCE OF PAOFESSIORAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRONS COM/OIEIT DESIGN 3NOVN. THE SUITABILITY AID USE OF THIS COHPOIENT FOR ANY PARTICULAR 191LOI11G E3 TIE RESPONSIBILITY OF THE 91ILDIIB DESIGNER. PER ANSI/TPI 1.199E SECTION N. a i 0 ''- ��, TOLL 'JNP VC -0 P5F Apr 28 '9e TC OL 15.0 PSF NO. COSBODS BC DL 10.0 PSF NP STUN BC LL 0.0 PSF IN L TOT.LD. 62.0 PSF w DUR.FAC. 1.15 SPACING 24.0° ep� F REF R427--68603 DATE 04/28/98 DRW CAUSR427 96110000 CA -ENG PBC/GWH SEON - 44300 FROM E.D GAINES-GAINES - T-6 (TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #18Bet. Lv WEBS 2x4 DF -L, Standard 'LATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. n-, (ADDITIONAL LOADING (PER TRUSS MANUFACTURER) c----------------------------------------------- c``'-,fC - 560 LB Conc. Load at 12.00 0 0 A W a W W WGX6 cti w W4X4 w z , THIS MG PREPARED FRWLCOMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. - CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 AND ER -5352. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TDP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.OD" o.c. IN ADDITION, A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED A 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 66D# W5X6 a -V b III 4.8-0-0 a I 12-0-0 ,1_ 12-0-0 _1 24-0-0 Over 2 Supports UPS1 T R-2128 W-3.5 kl-� " BUILDING PART N N PLT TSP. Wave TPI -95 R Design Criteria: TPI STD CA -'1 - - - F Scale —.25"/Ft., pp ^. m CV a 93. -A -k- ,�A A 8 n �9 6 I - ANMIYB"" TRUSSES SSOFIRS EXTREME CARE Il FABIICAT10l. NANDLIBO. SNIPPING, INSTALLING ANO BNACIMS. REFER To NIB -Bl (SADDLING INSTALLING AND BRACING), PDBLISNIB BY TPI (TILSs PLATE IDSTITDTE. fp D'ONOFRIO DA., SUITE t00. IIANISM. WI 6371%. f0R SAFETY ►IUCTICE5 PRIOR TO PERFMMING TITRE FUNCTIWS. BILCSS OTHERWISE IWICATED. TOP CHONO SMALL NAVE PROPERLY ATTAGNED STRUCTURAL PANELS. BOTTOM CROSS SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FBSSISN ACC" OF IN[$ DESIGN TO THE INSTALLATION CONTNACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL lot BE USPONSIOLE FOR ANY DEYEATION FROM THIS DESIGN: ANY FAILURE TO BUILD IRE TOSSES to COLFORWCf WITH If?: OR FABRICATING. HANDLING. SNIPPING. INSTALLING ADD BRACING OF TRBSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOAS OF NDS W71CUL DESIGN SPECIFICATION ►UBLI38E0 BY TBE AMERICAN FOREST AND PAPER ASSOCIATION) ANN T►I. ALPINE CONNECTORS ARE MAGE OF 906A ASTM RIGS OR40 GALS. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION CONNECTORS PER DRAWINGS ISO A -I. THE SIAL ON THIS OUWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOW$. THE SUITABILITY AND USE OF THIS COM►OBENT FOL A$Y PARTICULAL GOILDING 13 THE RESPONSIBILITY OF TNI SOILDIND DESIGNER. PER ANSI/TFI I OlUB6 SECTION E. Apr 28 ' NO. C05'BODS e,:p,a.00. Cr TC LL 37.0 PSF TC DL 15.0 PSF BC DL 10,0 PSF LL 0.0 PSF OT T. L D. 62.0 PSF REF R427--68605 DATE 04/28/98 DRW CAUSR427 96118005 CA -ENG PBC/GWH SEON - 44318 UR. FAC. 1.15 FROM E. D SPACING 24.0" This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating ® practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installerlbuilder, building contractorr, licensed contractor. erector or erection contractor to propedy receive, unload, store, handle. instaN and brace metal late connected wood trusses to protect life and move&. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing 'and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised ®to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. TRU,SS4$TORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 8' 17 1 12 Over 24'- 42' 3/12 7' 10 1 6 Over 42' - 54' 1 3/12 1 6' 6 1 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine o• HF - Hem -Fir SPF - Spruce -Pine -Fir o0� ti ,yap �y@Q Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle / togetherand cause collapse if thereisno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q are attached to the topside of the by chord. or /Ng$ u =45' MONO TRUSS. 12 \�3or e greater r (fie J All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Requited 10' or Greater Attachment Required WARNING: Failure to follow these recommendations could result in I J& severe personal injury or damage to trusses or buildings. A PLUMB BOW L(In) U200., L(ft) 12" 1/4" 1. 24" 1 2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' BOW L(In) U200., L(ft) i i 1V 4.2' 72" 1-1/2" 6' 12" 8.3' 150" 3/4" 84" 1-3/4" 7' � 96" 2" 8' Truss 1 108" 2" 9' Depth i D(in) 1 I Lesser of D/50 or 2" Maximum Plumb Misplacement Line N OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW L(In) U200., L(ft) 50" 1V 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) ...........::::::::::::::::::::::::::::::::::::...... Lesser of L/200 or 2" L(Inj' u2oo L(n> . 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir tb diagonal brace for cantilevered ' trusses must be placed on vertical webs in line with the support. End diagonals aid essmflal to stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the lopaide of the top chord. 1y Nt; a � All lateral �— braces lapped at least two trusses. End diagonals areesseennnttial for stability and must be dupllcat I on both ends of the truss system. Frame 5 045° 30° or greater Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. - TOP CHORD ::. TOP CHORD DIAGONAL BRACE , MINIMUM.... LATERAL BRACE SPACING (DBS SPAN DEPTH SPACINGtLBs) #trusses Up to 32' 30 8' 16 10 Over 32' - 48' 4Z' 6' 6 4 Over 48' - 60' 1 48" 1 5' 4 2 Over 60' 1 Seea registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir tb diagonal brace for cantilevered ' trusses must be placed on vertical webs in line with the support. End diagonals aid essmflal to stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the lopaide of the top chord. 1y Nt; a � All lateral �— braces lapped at least two trusses. End diagonals areesseennnttial for stability and must be dupllcat I on both ends of the truss system. Frame 5 045° 30° or greater Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately i V. to r✓a truss length Less than or equal to 60' Spreader Bar Toe In Tag Line 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. F" Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Irary bracing is installed. Less inan or equal io ov Strongback/ SpreaderBar i. 10 r L Approximately Y3 to 3/, truss length i Greater than 60' Tag / Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line 10' 10' iii to 3/4 truss length Greater than 60' lAWARNING: Do not attach cables, chains, or hooks to the web members. A 60° 60° M,ECH or less or lessN.STAL -I Tag Approximately - a Approximately Tag Line '/2 truss length 1/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately i V. to r✓a truss length Less than or equal to 60' Spreader Bar Toe In Tag Line 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. F" Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Irary bracing is installed. Less inan or equal io ov Strongback/ SpreaderBar i. 10 r L Approximately Y3 to 3/, truss length i Greater than 60' Tag / Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line 10' 10' iii to 3/4 truss length Greater than 60' truss of up of tru lateral GB p Top Chord LBT brace / (GBV) `To Chord GBV Ground brace diagonals (GBp) Ground brace o vertical (GBV) diagoVals (GBp) L Note- 2nd r system shall have adeq a capacity to support groun, o-eracea _2nd floor Backup ground stake Driven f floor ground stakes CAUTION: Ground bracing required for all installations. Frame 2 Typical verticFBI.1i attachment Ground Brace Verticals (GBV) brace V \ Muss of russes braced lateral (LBG\� oup of t End brpce (EB) L Strut (ST) Typical horizontal tie member with multiple stakes (HT) CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. truss of up of tru lateral GB p Top Chord LBT brace / (GBV) `To Chord GBV Ground brace diagonals (GBp) Ground brace o vertical (GBV) diagoVals (GBp) L Note- 2nd r system shall have adeq a capacity to support groun, o-eracea _2nd floor Backup ground stake Driven f floor ground stakes CAUTION: Ground bracing required for all installations. Frame 2 Typical verticFBI.1i attachment Ground Brace Verticals (GBV) brace V \ Muss of russes braced lateral (LBG\� oup of t End brpce (EB) L Strut (ST) Typical horizontal tie member with multiple stakes (HT) 12 ��►fit. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi SPF - Spruce -Pine -Fir Continuous Top Chord sA COs Lateral Brace —� �- P Required —r trusses. Required 0 Top chgrda that are laterally braced can buckle ^450 togetherand cause collapse if there is no diago- trusses. nalbracing. Diagonal bracing should be nailed are attached to the topside of the top chord. to the underside of the lop chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required —r trusses. Required nalbracing. Diagonal bracing should be nailed 10' or Greater to the underside of the top chord when purlins trusses. 10' or Greater are attached to the topside of the top chord. Attachment Required of begs 32 / PITCHED..TRUSS,,, AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7' 17 12 Over 28'- 42' 3.0 6' 1 9 6 Over 42' - 60' 3.0 1 5' 1 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Topchordethat are laterally braced ran buckle Lateral Brace togetherandcause collapse iflhereisnodiago- All lateral braces Required nalbracing. Diagonal bracing should be nailed lapped at least 2 to the underside of the top chord when purlins trusses. 10' or Greater are attached to the topside of the top chord. i Attachment Required ess =45° Frame 3 12 5 POO @ry0 ti ey �Q Topchordethat are laterally braced ran buckle yyQ�� togetherandcause collapse iflhereisnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater 's `?o. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. I DF.- Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir `--- All lateral braces lapped at least 2 trusses. Gly Gly 4 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. jo VSs �O. Permanent eS continuous lateral bracing as specified by the truss engineering. Cross bracing repeated at each end of the building and at 20' Intervals. c15 0 =4s Frame 4 LO RESIDENTIAL PLAN CHECKIRG GU DE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: 'A 1/1� BUILDINGP ER: PLAN CHECKER: Q��j .�j �� _ A P. NUMBER: 0 6 3 - 3 k o -o r.1P'h= t AT Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. 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 WSCEL .ANRnTJS T`i`R dS TO T OUT FOR - Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. - 36" halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP . 13 V. Vr'.c) ran- t V -4 ,.%C--. ... 190 + c ►�,=.�r� r� iv LIrat 1412&.�tae,�•r�s,v-fes c _ eVe a¢i`aXP' s . PRO%CT PROCESSING RE&RD 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 %A 1 - 6,afiv .... LAND, OF NATURAL WEALTH- AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: June 22, 1998 Permit Applicant: William Gaines Permit Number: 98-0725 1444 Fortress Street Assessor Parcel #: 063-360-004 Chico, CA 95973 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] 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 %A Date: June 22, 1998 Permit Applicant: William Gaines Permit Number: 98-0725 1444 Fortress Street Assessor Parcel #: 063-360-004 Chico, CA 95973 The above referenced building plans were received by this office- Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please have your energy calculations re -done. They must reflect 2 split systems. Your plans have gone to George Kellogg for review of the calc's. 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 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 May 6, 1998 William S. Gaines 1444 Fortress Street Chico, CA 95973 Re: Application and Permit Fee AP# 063-360-004 Permit # 98-0725 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] 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 6 Permit Applicant: Williams Gaines Assessor Parcel Number: 063-360-004 • Permit Number: 98-0725 Date: 5-6-98 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. Your parcel map calls for an engineered foundation system by a civil engineer or architect. Please have Jeff Richelieu do this for you. Have your engineer do complete gravity calculations on the house due to the snow 'X. load. He needs to calculate rafter spans, beam and header sizes, purlin loads, footing sizes, etc. (There are point loads on the garage door headers) "k, You need a beam across bathroom #2 and the hallway closet to support the roof trusses. 4. Please have your energy calcs re -done so that they model 2 split systems, a gas stove, and a wall furnace. ang in e A plan check has not been completed pending the above_ 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 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT (�q_ A I N Z F,�2 ID FiN G e� JOB NO. 6OZ� LOCATION Q 00 D LA IJ T,-' NEI 447:5, SL -4132. DATE _ Fo(z�ST �A G� CODES:. Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: 4Rof SSIO, �w@4O C t M. RIC+i�cz'c� a a C 053590 A M, 01, CIVIL �ZOp CALIF% Concrete: f.'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S Grout: f'c = 2500 psi @ 28 days Steel Reinforcing:. A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5',and larger Structural Steel: ASTM A-36 Steel Pipe:'ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B. Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors:, Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks:; D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 3 psf Floor Live Load: psf 240o.' �7LFV.. Seismic Zone 3 Wind Speed: 7�' mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing psf FER S41L5 ARE SPECIAL INSPECTIONS REQUIRED ? Iy GENERAL: Any structural or non-structural items that are not specifically addressed in the following. calculations and or, details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of I BY: J t1i P -- DATE: 4 I 18 JOB NO: PAGE Z OF PARTIAL. GRav(i-Y • ,.r.-4 , "-,...,. WILefflilkMan Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 PO F-- it - � I.J -5u�-_� Tom__ i::�4P o o PS R, x . BY: -if-li P— DATE: 4,19 � JOB NO: PAGE OF al F12 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 .916-893-1600 Civil Engineers -Planners -Surveyors. FAX 916-893-2113 O� j; PIT 14. FI�Vv 5 F-9 Fig F9 BY: J �q DATE: JOB NO: ice/ Z PAGE + OF a, �-i S r -i NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 .2�.7_=�4� l 149 I t , j —i- �._1=8.2`Z- c� � .- -- -- I � I P ___ (-jTj 2 }) :_ate ==` s K�_► BY: -i m 9— DATE: I I JOB N0: Cp 2 (y I PAGE 4=� OF NorthStar ENGINEERING Civil Engineers• Planners* Surveyors SI .20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 BY: J r1(Z DATE: cp 19 (/ JOB NO: 62 (o I PAGE 0 OF NwthStar ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 s P A _- �I �;._._ - 2 0 u � 11 '5' I g x 1----.-2-'4- l= BY: --J m /- DATE: co/I I g JOB NO: 2 6, 1 PAGE 7 OF NwthStar ENGINEERING Civil Engineers• Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 � � S I �� . ' �.Po QTS ----: �r--� c T -mac? • - i -J N � �. E - Iz -�c�U i t�~vD E0-5 Ti s 121 E - F rca . SIDE f= I F2 $f'I. f�_ ---1-- - �. I--- 3 -.2 x._ -- 2oli x 2011 F 3' F4 C�r-I 8 _ _ �._��� _ _� 4- FSS . 9t�I•Z 4.-;Z Xao 1g5lx 18�i1 2 o x Zo F8 PURLIrJ� -- 2liZ�_a4=,_13K 2gi'X28l r- - :� fix^ 2 F 12x'1-'�- - --3 --- - _ -ce -- 2 ix 2 mil F I3 6 M 3 -+ _�►-1 �^ r I?_ ---- -= x �, 3_ o x 3 a ll FIS gM G�.._____.. �4=-w_. : 2 2,x_lo 1�3 12.o F19 �,'j 10 I ©Ir_ { _... 5:::�, ,gam F45 P�L4__� - -- - �- ------ i - . 11 K11 BY: JMR NORTHSTAR ENGINEERING 06%08/98 20 DECLARATION DRIVE JOB NO: 6261 CHICO, CA 95973 PG. ?' OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR COLUMN OR STUD BASED ON 1994 UBC SECTION 2308.2 COLUMN PROPERTIES: c' _ 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *' YOU HAVE SELECTED A RECTANGULAR COLUMN'"'' DEPTH = 4.5 IN _ WIDTH = 5.5 IN 'LENGTH (L) = 8 FT L / DEPTH = 21.33 OKAY < 50 AREA - 24.8 SQ.IN S = 18.56 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 825 PSI Fb Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1072.5 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.3 • SIZE FACTOR PER TABLE 4A;;IN NDS (1.0 FOR 6X POST) Fc* = 1755 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 _ E6 PSI FcE = 1055 FcE = KcE*E' / ( (Ud)(Ud) ) F'c = 878.7 PSI F'c = Fc*((1 + FcE / Fc*) / 2c' - SQRT( (1 + FcE / Fc*) / 2c') ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 6100 LBS fc = P / A = . 246 PSI F'c = 878.7 PSI OKAY F'c > fc WIND LOAD = 110 PLF MOMENT = 10560 IN -LBS (MAX.) F" b = 1426 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 569 PSI UNITY CHECK UNITY = (fc / F'c) (fc / F'c) + fb / F'b [ 1 - (fc / FcE) ] < 1.0 OR ELSE NO GOOD UNITY = 0.6 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE 2- 2 X 6 TRIMMER & 2 X 6 KING STUD BY: JMR NORTHSTAR ENGINEERING 06/08/98 20 DECLARATION DRIVE JOB NO: 6261 CHICO, CA 95973 PG. I OF (530) 893-1600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR COLUMN OR STUD BASED ON 1994 UBC SECTION 2308.2 COLUMN PROPERTIES:. c' :_ 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM ***•YOU HAVE SELECTED -A RECTANGULAR COLUMN *** DEPTH = 6 IN WIDTH = 5.5 IN LENGTH (L):= 8 FT L / DEPTH = 16 OKAY < 50 AREA = 33 SQ.IN S = 33 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE _ 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 825 PSI Fb Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS Fb* _ . 1072.5 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS.(1.0 FOR 6X POST) Fc* = 1755 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' = 1.6 E6 PSI FcE = 1875 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 1251.9 PSI F'c = Fc*( (1 + FcE./ Fc') / 2c' - SART( (1 + FcE / Fc*) / 2c') ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 9700 LBS' fc = P / A = 294 PSI F'c = 1251.9 PSI OKAY F'c > fc WIND LOAD = 190 PLF . MOMENT = 18240 IN -LBS (MAX.) F" b = 1426 PSI = Fb * 1.33 (FOR WIND) fb = M / S = 553 PSI UNITY CHECK UNITY = (fc / F'c) (fc / F'c) + fb / F'b [ 1 - (fc / FcE) ] < 1.0 OR ELSE NO GOOD UNITY = 0:52 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE 2- 2 X 6 TRIMMER & 2-2 X6 KING STUD BY: JMR NORTHSTAR ENGINEERING 06/08/98 20 DECLARATION DRIVE JOB NO: 6261 CHICON CA 95973 PG. I OF (530) 893-1.600 CHECK COMBINED AXIAL AND BENDING (DUE TO WIND) FOR COLUMN OR STUD BASED ON 1994 UBC SECTION 2308.2 COLUMN PROPERTIES: c' _ :0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 6 IN WIDTH = 5.5 IN NO GOODIII MUST BE LESS THAN DEPTH LENGTH (L) _ ` 14 FT L / DEPTH = 28 OKAY < 50 AREA = 33 S.Q.IN S = 33 CU.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM KbE = 0.438 .438 FOR VISUALLY GRADED, .609 FOR GLULAM Fb = 825 PSI Fb Cf = 1.3 SIZE FACTOR PER TABLE 4A IN NDS Fb* = 1072.5 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) Fc Cf = .1.3 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) Fc* = 1755 PSI ( TABULATED VALUE * ADJUSTMENT FACTORS) E' _ .1.6 E6 PSI FcE = 612.2 FcE = KcE*E' / ((L/d)(L/d).) F'c = 559.8 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' - SART( (1 + FcE / Fc*) ! 2c) ( (1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 4600 LBS fc = P / A = : 139 PSI F'c = 559.8 PSI OKAY F'c > fc WIND LOAD = 110 PLF MOMENT = 32340 IN -LBS (MAX.) . F" b . = 1426 PSI = Fb * 1.33 (FOR WIND) fb = M / S = .980 PSI UNITY CHECK UNITY = (fc / F'c) (fc / F'c) + fb / F'b [.1 - (fc / FcE) ] < 1.0 OR ELSE NO GOOD UNITY = 0.95 < 1.0 OKAY FOR COMBINED AXIAL AND BENDING USE 4 - 2 X 6 D.F. #2 STUDS 1 BY: JMR 6/8/98 JOB NO: 6261 PG. *11 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 { SIMPLE SOLID -COLUMN DESIGN PER '94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN i j COLUMN PROPERTIES: a. _ i C. = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH 3.5 IN (MINIMUM DIMENSION) WIDTH = 5.5 IN AREA = 19.3 SQ.IN Ke = ' 1 SEE UBC SECTION 2307.3: KcE LENGTH (L) = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM 10 FT L / DEPTH = 34.29 OKAY I/d <50 Fc = 1350 PSI ( SEE TABLE 23-1-E FOR ROUND TIMBER PILES) ( = 925 PSI FOR 6 X POST D.F. #1 Cf = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) = 1.15 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD). Fc* = El. 1552.5 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) = FcE = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) 408.2 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 383.1 PSI F'c = Fc*((1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c) ( (1 + FcE / Fc*) / 2c) - LOADING CONDITIONS: (FcE / Fc*)/ c') ) AXIAL LOAD = . 6400 LBS fC = P / A = 332 PSI - F'c = 383.1 PSI OKAY F'c > fc USE 4 x 6 D.F. #1 POST A BY: JMR NORTHSTAR ENGINEERING 6/8/98 20 DECLARATION DRIVE JOB NO: 6261 CHICO, CA 95973 PG. 12— OF (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE -ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *'* YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 3. IN (MINIMUM DIMENSION) WIDTH = 5.5 IN AREA = 16.5 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 10 FT L / DEPTH = 40 OKAY I/d <50 Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) (= 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1.15 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1552.5 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 300 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 287 PSI F'c = Fc*((1 + FcE / Fc*) / 2c' - SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c') ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 4600. LBS fc = P / A = 279 PSI F'c = 287 PSI OKAY F'c > fc USE 2-2X6 D.F.#2STUDS BY: JMR NORTHSTAR ENGINEERING . 6/8/98 20 DECLARATION DRIVE JOB NO: 6261 CHICO, CA 95973 PG. OF (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *"* YOU HAVE SELECTED A RECTANGULAR COLUMN **" DEPTH = 5.5 IN (MINIMUM DIMENSION) WIDTH = 5.5 IN. AREA = 30.3 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM ' LENGTH (L) = 10 FT L / DEPTH = 21.82 OKAY I/d <60 Fc = 925 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) (= 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1 SIZE FACTOR -PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 925 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) - E' _ 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 1008.2 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 665.9 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c' -SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c') ((1 + FcE / Fc*) / 2c) - (FcE / Fc*) / c') ) LOADING CONDITIONS: AXIAL LOAD = 13000 LBS fc = P / A = 429 PSI F'c = 665.9 PSI OKAY F'c > fc USE 6 x 6 D.F. #1 POST 1 BY: JMR 6/8/98 JOB NO: 6261 PG. 14r OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 e SIMPLE SOLID -COLUMN DESIGN PER *94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM **" YOU HAVE SELECTED A' RECTANGULAR COLUMN *** DEPTH = 4.5 IN (MINIMUM DIMENSION) WIDTH = 5.5 IN AREA = 24.8 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 10 FT L / DEPTH = 26.67 OKAY I/d <50, Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) ( =,-.925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1.15 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1552.5 PSI ( TABULATED VALUE '" ALL ADJUSTMENT FACTORS) E' _ . 1.6 E6 PSI (1:6 FOR D.F. NO.2 & 6X D.F. NO. 1) FcE = 674:8 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 599.4 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((1 + FcE / Fc*) / 2c) ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 10700 LBS fc = P / A = 431 PSI F'c = 599.4 PSI OKAY F'c > fc USE 3 - 2 X 6 D.F. # 2 STUDS BY: -J �-i R DATE: I/v� JOB NO: rte? I PAGE % OF NwthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893.2113 I D,- � T _14-0- L 6� �7(���: z x�g. �.".r Z__._ - - 01 J LOADS: Roof Live Load': 3% psf Floor Live Load:- psf 24o_ -v' ELEV. Seismic Zone 3 Wind Speed: mph Exposure: Method 2 used unless otherwise rooted. Allowable Soil'Bearing IC2 OO psf ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not specifically addressed in the .following calculations. and or details are' designed by others and are not the responsibility'of No! rthStar Engineering. Verification of the soil conditions�at the project site to determine the expansion index or:bearing capacity is by others. e Page 1 of NORTHSTAR ENGINEERING - 20 Declaration Drive } Chico, CA 95973 (916) 893-1600 FAX (916).893-2113 j i STRUCTURAL CALCULATIONS j PROJECT. JOB NO. 2 LOCATION OU H S LI 921 V DATE �- - I - FaReST PA GH CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, TimberConstruction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm'= 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f''c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller 4R°FESSION� o t M. Rrcy�` A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 rc°G � Steel Pipe:. ASTM A53 Grade B C 053590 Steel Tubing:'ASTM A500 Grade.A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A ''� Wood Connectors: Simpson Strong=T.ie or equal.. Wood: Light Framing: Const Grade Douglas Fir Strict Lt Framing, Joists & Planks: D.F. #2 sT crvtt �,ti�' 4T�, 0s Beams & Stringers, Posts & Timbers: D.F. #1 of CCA Plywood: A.PA. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination :Cantilevers: 24F -V8 Combination LOADS: Roof Live Load': 3% psf Floor Live Load:- psf 24o_ -v' ELEV. Seismic Zone 3 Wind Speed: mph Exposure: Method 2 used unless otherwise rooted. Allowable Soil'Bearing IC2 OO psf ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not specifically addressed in the .following calculations. and or details are' designed by others and are not the responsibility'of No! rthStar Engineering. Verification of the soil conditions�at the project site to determine the expansion index or:bearing capacity is by others. e Page 1 of BY: DATE: 4 I cl8 JOB NO: PAGE Z OF PA zTIAI. '5iCaL� GRAVITY N"thStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 916-893-1600 Civil Engineers* Planners* Surveyors FAX 916.893-2113 G F- /A V ►_ T- Y_- G ->z L DS I G�I�1-1= L I"II•sG r I, � -r �--- ------ --- - w D O PS 41 &11 I _ Z ►,J+= 2 p=(23 2) (2412)( s- 33�- S 13'12 "Z 4- P 1-15Z �o++ x x 12 +I 4.2- -P:T - �2 A- !-I1:5 8' x BY: .J �l R_ DATE: 4 I I JOB NO: C'�-z I PAGE 3 OF :+f:'iwP4+?'.L4.YdW'^.'�_!r'•.:fCo9>(�'ti;i.�.-,zi:.;N.,;±u:;ssrtf; 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 Civil Engineers • Planners • Surveyors FAX 916-893-2113 i YI • 1 i pl jT__.7 _._._.. r/lN \•�\•J d I. • 1. � ;� :+f:'iwP4+?'.L4.YdW'^.'�_!r'•.:fCo9>(�'ti;i.�.-,zi:.;N.,;±u:;ssrtf; 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 Civil Engineers • Planners • Surveyors FAX 916-893-2113 i YI • 1 i pl jT__.7 _._._.. r/lN \•�\•J d BY: NrthStar 20 DECLARATION DRIVE DATE:. 4 I q�1j CHICO, CALIFORNIA 95973 X06 No: (oZ (o I ENGINEERING 916-893-1600 PAGE q OF Civil Engineers • Planners • Surveyors FAX 916-893-2113 I, AT C-, g AI. DSS P = o - i � � - • ©I 4� (_ L-. Vii_ (_ 1. oC��.. =�-_,_ 0 2 _a�KS F . v _ . OF zt . 0 21� (��=3 t . 02 C ��%_t-, (3 2)] h I � 13 [(3,& 2- > 2� � _ T_ y►��_ � I � -7. 4 _ _ a� - -- _�. ... TM = a 4�3 I I o= 74-- K'. -. BY: -imp- NorthStar 20 DECLARATION DRIVE DATE: I Pj CHICO, CALIFORNIA 95973 JOB N0: o2(& ENGINEERING 916-893-1600 PAGE: OF Civil Engineers -Planners •Surveyors FAX 916-893-2113 bTrl = _ 848;<8.��_I o= i2_ 72 - HD -0,4' -.2 �T U I -- (7.1 K- i l o �J X. 5 -A c:T-o: TO F �11J 4 GOmPAP-r�-- ljIy mss.. S;Isi-1l /- z�. 0213 ,- to (BIS- . 02 V-27,5 'v-= lo.?_ K = •SSD �II sE o ® _._ f BY: -'�� � NofthStar 20 DECLARATION DRIVE DATE: 419 CHICO, CALIFORNIA 95973 .JOB NO: ENGINEERING 916-893-1600 PAGE OF Civil Engineers* Planners* Surveyors FAX 916-893-2113 - --- - , 22� � s�� 4p ��� -� 131-1 T-0 a 11, c:;>z— 1:�, -71Z) + i No rill. j- SIM IZ rl = (Z/3)T `1-4:3212-) L (. 0 2 Z> -�- I O O ! ��J -f— 7(7). 02 14P = (A- & - 0-�) 17. BY: -1 n R DATE: + 19 g JOB NO: e�,2 6, 1 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 PAGE -7 OF Civil Engineers • Planners • Surveyors FAX 916-893-2113 1.01 --1 l v 3.4 T rl L Ll i l v�. 02 4 c,5 + �- L L 14-4:2- i �1 = �� Z (�(� I-po (Iolz)-o1c- BY: r�>z NwthStar20 DECLARATION DRIVE C15 DATE: �' I 5 CHICQ, CALIFORNIA 95973 I JOB NO: ZC� I ENGINEERING 916-893-1600 { PAGE 8 OF Civil Engineers • Planners • Surveyors FAX 916-893-2113 V= 13 8 C 4 C2. 8) . 2,�, -, 8� : (3Z1'i_L_ I �-�(. 02.2_ ��-..�.� a �. � ► �)�_=-_ ; ! � �- :14 zx- I,INL-ID- V_ 0� i� �� BIZ Tr✓ -7 fZI .���..T:_I�. C�' TSI - . 07 9 ND = 58-4- c,rj 2-2x CAP, 0. BY: DATE: 18 JOB NO: 2— PAGE PAGE : 9 OF IL � Z: ��' Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973. 916-893-1600 FAX 916-893-2113 �j--r i_ a - ISI 4r --I l�oi_ J=i-ot'�I?L✓ Sj' LjGC - - —r- _ _ I (3,5)14 + o zI- ol T 49 S HTJ o 3 -ZX cAP.= r lMc- �3 s �IGvAF.8 BY: NbrthStar 20 DECLARATION DRIVE DATE: 4195 ��=x CHICO, CALIFORNIA 95973 JOB N0: 12 ! ENGINEERING 916.893-1600 PAGE ! OF Civil Engineers* Planners !Surveyors FAX 916.893-21 3�� �= 2- v Use �.0 Nom'- -3, -7- Lj 14D i I �j a V- v = 4. 01 0`7 2 �} O (I O I2� . O I -�- d I of Z). o 4. 4. 09 Z' BY: JriNorthStar 20 DECLARATION DRIVE DATE: 41913 CHICO, CALIFORNIA 95973 JOB NO:Ca-Z I ENGINEERING 916.893-1600 S Planners* i Civil Engineers* anners• urveyors FAX 916.893.2113 PAGE I I OF c-oNTTjWrr�> SHEAR WALL SCHEDULE C') SHEAR WALL Z I 2 Q3 A Q5 A ALLOWABLE o co m n rn C-) D LOAD/FOOT 2roO 380 490 550 ro40 lroO 980 1080 1,2 PLYWOOD 3/8° 3/811 3/8113/6113/6113�8"CDX 1 3�8"CDX 3/8 11 STRUCT I ... CDX CDX , CDX STRUCT I CDX BOTH 3 BOTH 3 BOTH 3 co SIDES SIDES SIDES EDGE NAILING 8d C@ 6" 8d C@ 4" Sd (@ 3" 8d (@ 3" 8d Sd (@ 4" 8d (@ 3" 8d (@ 3" FIELD NAILING 8d (@ 12" 8d (@ 12" Sd l@ 12" 8d 0 12" 8d 0 12" 8d (@ 12" 8d (@ 12" 8d (@ 1211- 2"SILL SILLNAILING 5fo Irod @ 4." Trod P 3" le cl .0.3" Ilod (@ 3" 16d r@ 2" ICod r@ 1.5° ICod (@ 1.5" N.A. CLIP, BLOCK '7 L550 L550 LS90 LS90 L590 L590 LS90 A35 TO PLATE Q 22" C@ 14" (@ ICo" (@ 16" 12" (@ 12" C@ 8" (@ 4" ANCHOR BOLT 5/8" 0 5/8" 0 5/8" 0 5/8" (P 5/8" 0 5/8" 0 3/4" ( 3/4" A.B. (SPACING) 52" 361128" 24" 20" Ido" ICo" ICo" ANCHOR BOLT 1/2" (P 1/2" (P I/2" 0 N.A. N.A. N.A. N.A. N.A. A.B. (SPACING) 361124" 18" NOTES: I. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS. STAGGERED. 5.' STAGGER ALL SILL NAILS Co. PREDRILL SILL NAILS LESS THAN 3" O.C. SIMPSON MANUFACTURED CLIPS'OR APPROVED EQUAL'','? Lq-11 0-_G_ Fo(1• Ci1TIu'-�_� gAL4NGE �F I, -►/-•LL l_li�l C') = N O c'' O o co m n rn C-) D r D. 0o W T � 1 C) Z po D 0 co cn co _ < cv m rn BY: JI II? DATE: Lj l I g JOB NO: �ji Z �ji I PAGE ` 1 OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 (�,-AL6ULAT10i JFoF- SILL NAILING -i Hop- �30L,T: `2 F �Il,l— N A I L,__l G A1T`�. APG �L 1( --Pc 9�P P - No. N�12 - Z-72- . 2 3 I:I . Z TAF2L`v 2 -S .- 1=. (I.26:5')=.ZqO I I26PO -f- 1270 i lz :e> 3<vil g Il 20 + 1 q80 1 18 1.33) _ ' I2&0 goL T � �� r5 3,6, 11 (1.210 =.420 4 4) 22,10 -;- 2BrD (o3) = 1700 r 2oLT, 2-2 0 4c -la -16 0) 31' PEI::�-P_ I G g0 p- E Po p- i o. IBJ r5, 2- 272- Iof --21 rJ KAP, I I Z 2 # 1 NAI[--* SHC-,AP h1ALAl LOA D/ FST �Il,l— N A I L,__l NAIL GAPAGITY AN�Ho(� �3 c: -"LT ANGHo2 P-�T �APAG1 T Y 0 2�0 (I.26:5')=.ZqO i lz :e> 3<vil .2" 3(.341) _ , 200 A 380 I� 3" 2-1 Z) = 4c r5 3,6, 11 (1.210 =.420 2411 .--20( 0 4- 1)=. 420 0 4c -la -16 0) 31' .4(1+z2) ==,4-10 `513 2511 ►�2 �� .I�I� .!04 e�0 0 ��� 4<i 2 2) = 4�o s o� 24,11 G �a-4o i1&,) 6(122)= 73Z 2011 2.&) 7&62 0 1 0(1 ZZ)= 40 1 ' 12 e3 i Z— = ?c 4 16o'1 . lC2 A ► o 8o I Ql . A. 'l -J, A . 314 16'' .7r,-2 (1.70' = 1.2 3 r LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. �U — r� r� J OWNERS A.P. ._ C NUMBER j _7 PRINT LAST NAME RRST COUNTY ZONING UV -D. FLOOD ZONE: FLOOD MAP: ZS� DESIGNATION: 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- ./js� vJ .O' DATE OF RECORDING LOT BOOK 4�" PAGE COMPLIANCE WITH OLD SUBDIX01NO. N LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES 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 BU/LD/NQ DIVISION UNLESS OTHERMSENOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. 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. , i I r:4! , _ 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] L-5- C �� r -Op � �� l T1 0 S _,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 Phwnkg Dhdskn. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent.foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground. disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site - significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26 'AI41N3Wd013A30 4N1f1 Uwe j0 AINf100 8661 1 Z ddd GN3338 LD 7/96 C:\WP51\F0RMS.K\BLDGPERM.CLR s1 mj Recorders Office County Of Butte CiNDACE J. GRUBBS Recorder 1998-0021682 REC FEE 10.00 CONFORMED COPY .00 TOTAL 10.00 CASH 10.08 - TOTAL TENDERED 10.8 DWGE .00 10:54AN 27 -May -1998 19988527000097 Fay BTTREC16 Thank You Have a Nice Day! .f - AND WHEN RECORDED MAII. TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -May -1998 1998-0021682 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26r8 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 County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 6b3-3tp0--004 Date: 5 -a • ` b PROPERTY OWNERS: State of California ) County of -Bor,u ) On 5-'2:1-q8 before me, i-. no, QI.-. per0°aIly appeared __ C-0; u I �arjn S - G(0, personally known to we (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 aclmowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their sigaatmre(s) on the instrument, the person(s) or the e�titx �ulxlu behalf of which a person(s) acted, executed the instrument.M L. NORMOYLE WITNESS my hand and official seal. ,...� - COh a Signature), Seal: A.P.N fiCTr Ily F 8t C -M FORMA COUtJTY OF BUTTE �1y Co�Pires Oct -14.2001 6 PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FOURTEEN MILE HOUSE UNIT 2 - PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 15, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 30 THRU 35. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS: RECORDED DECEMBER 15, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. .94-50827, RE-RECORDED DECEMBER 27, 19941 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-516411 BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND SUPPORT OVER AND THROUGH THE. COMMON AREAS, LOTS A THRU E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FOURTEEN MILE HOUSE UNIT 2 - PHASE 111, WHICH MAP WAS RECORDED IN. THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 15, 1994, IN BOOK 135 OF MAPS, AT PAGES) 30 THRU 35. PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FOURTEEN MILE HOUSE UNIT 2 - PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 15, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 30 THRU 35. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS: RECORDED DECEMBER 15, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-50827, RE-RECORDED DECEMBER 27, 19941 UNDER BUTTE COUNTY RECORDER'S SERIAL NO, 94-51641., BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY, SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II• A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND SUPPORT OVER AND THROUGH THE. COMMON AREAS, LOTS A THRU E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FOURTEEN MILE HOUSE UNIT 2 - PHASE 111, WHICH MAP WAS RECORDED IN. THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 15, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 30 THRU 35. 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) � 4 School ;District C Building Department No. A.P. Number . d-. Jurisdiction: City. County Property Owner ,' (, �� Q,�,Q�y, A?LYUQ. Property Location/Address 1 salt_ Lot No. Residential Development Sq. Footage 9 No of Living Mobile Home Addition (Group R) Units Installation ya tominercialAndustrial �`` ' ` { I ' f Sq': Footage' ' 1 . t / New Addition (Including Exterior Roofed Areas) Building Department lrioorQmans ,[reevieweeaa oy acnooi uistnct versonneu District Identification No. C..School.District certifies that J-/-ate-98 Date Ccnno f, (Applicant) sw� (Street Address) + ;(Phone Number) Ito (City) ` /µ (State) (Zip Code) has complied with the requirements of Resolution No. K� 57 -,1,6 by payment of $ �S�p representing CSC 959 square feet. B 2926 $ r. y.UtL,MITIGAtION, a&'' 11-f� ��s�aP. 9�' School District Representative Date Paid by er Remarks:• a ' 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 (2/97)dmm I LAND DEVELOPMENT ( 1+ICV BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERSA.P. NAME: C-�/Tj/y�S >lC.C,r fF�►�1 NUMBER: PRINT LAST NAME FIRST ADDRESS / LOCATION: W 7— COUNTY ZONING T� tlt Z DESIGNATION: '/ FLOOD ZONE: FLOOD MAP:/ APPROVED: CONDITIONALLY APPROVED: v RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V/ 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: �Y2 / _ 1 I L �� Z DATE OF RECORDING LOT BOOK ' �� PAGE COMPLIANCE WITH OLD SUBDIVJSION 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 BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 2�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. -, _ 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. Peynent to be made to the Planning DAdSi m. _ 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. _X19. 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. X21. �S� ) 3 S M ,4� r::2 o Ca V2� 22. 23. 24. 25. 26. LD 5/97 C:%%VPbI FOW". KOLOOKNM.CIA 00 io kiNn 906 Z Z AN ���{ 333H