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079-080-065
HILL�PAN HA PTLN, NEW SINGLE FAMILY ENVIP im., , ? ZONMENTAL OROVILLi I I WE IT., HEALTH CLEARARANCE UATE v- Page 1 of l Powelljammie From: Rutherford, Scott Sent:. Monday, November 04, 2002 2:17 PM To: Wasney, David; Atterberry, Paula; Barron, Bill; Benedict, Gwen; Bloomfield, Russ; Brown, Gary; Christy, Martha; Cook, Frank; DevServ, Chico Holt, Tamara; Hunt, Philo; Johnson, Scot; Jones, Karen; Mefford, Alice; Powell, Tammie; Simpson, Linda; Vieira, Mike Subject: Adoption of Current Codes November 1, 2002, the 2001 California Building Code, 2001 National Electric Code, and the 2001 Uniform Plumbing and Mechanical Codes became mandatory in -the State of. California. All building permits taken after, that date, and beginning with the building permit number 02-3058 will be subject to the new regulations. Call Michael or myself with questions. Scott NOTES RESIDENTIAL 036-800- II065 � /Z29PERMIT NO. � w ��i ®r� r ,":, 5 '' 03 1259* ''HILL,' DAN 4 �''�'s"s i•=.,,,t- �'"""�; 125 • HART LN;' OROVILLE-� 'NEW SINGLE FAMILY -tea Cr; + i r r ~T` SPECIAL CONDITIONS CHECKED {, BY SRA FLOOD CERTIFICATE REQ. x , FIRE SPRINKLERS REQ. t • SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' - OFFICE COPY i Address GAS r C Meter, By Date Ahf ELECTRIC Meter, By Date 3 �� C)C H I I -LOA Lff ILL.. l JOB FINALED (Date) Signature COUNTY OF BUTTE: - VI BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 bbl CORRECTION NOTICE . OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of 4 work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. P (100! 061 5A(LP LOw PRE LIGAITio r1I 8"Y (CE F0(2__ V(!2CR?2 L- A aUvUE lF If(I TA)AlU f 1266 FO -(e- 6C_ o�L St.Ac_ AQO>�ti�PWATE I C0SE7 1�ROU IDS �u�r �T FnrA --� 4C_ tE C I (Z C.0 t T FLc.DD2 P_ `4114 5, iji� IO Date vy S Inspector �68021� H & iy'y NS /� QQ REV 4/05 Phone # �' CDO ZZ FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ti COUNTY OF BUTTE BUILDING DIVISION j DEPARTMENT OF DEVELOPMENT SERVICES p 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 3 27 Sri r owNtK PERMrr NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at' the above address and should be corrected. Please call for re -inspection when.correction of work is completed. If you have any questions pertaining to this matter, or need additional explanati r ,please contact the Building Inspector as indicated below. � �/2D V/l�G� it /2A/� �%�,✓.�/!✓� C � Sr /fl i ' -M /,r/ (— d,%/ D / /— %; /L,I, i YJ vieG 6'L 06/ 7Ge—z-s alle- ezreiy n f,0z1 t/lYl t6- 14"71 % e/(l 7Z e7- 4? --r 7 )1f- LIz7i7 /Z/--- Ai/fl/i A,-� GIwvl Date Inspector� elan -19 REV 2/05 Phone # - "J �n 0 . •aptFg sr9�4�a:�:6:'� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive . Oroville, CA . (530) 538-7541 CORRECTION NOTICE 03- ?7 S 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. //� 1�i�0 ✓//�lr ��"� l�/�a�GZ TiU� / /-lid , . I Date - �i —G� Inspector �� /c REV 2/05 Phone # '. •. �.' "Y.Y '1 �aL.... ..v..� 1.Liif-��vw.lw� a�.�.'ll l`.z"'TI�aJ, y... !�iM`�'i �\ d�,�\.]I!' %4.w. )H�...'1.�'.�e"�.^}'j. COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA . (530) 538-7541 CORRECTION NOTICE OWNER PERMIT N0. A routine inspection indicates that the following violations of Butte County Ordinances exist at F� the above address and should be corrected. Please call for re -inspection when correction of. °- work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Lam_ fil '3U Date /1/ ` Inspector REV 2/05 Phone # J=OK' 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. - Utility Clearance 4. ' r Verify #'s with Office, 5. Date 1 . Card B-1 Date Card B-1 Date Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Gas; MH Test -Demand -Valve 1. Zoning Requirements -Setbacks -Easements' 6. 2. Footings; Size -Spacing -Marriage Line Water and Sewer Connected - 3. Gas; MH Test -Demand -Valve -Connector ' 9. Exits ' 4. Electricity; MH Test -Crossovers -Breakers -Clearances Verify #'s with Office, 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Card B-1 ✓ Date '.Card B-1 7. Water and Sewer Connected -C/O to Grade -HD Approval . .. 8. Gas and Electricity Tagged . 9. Tie Downs -Type -Installation Cert. - 10. Exits; Insp.-Sketch Ext.; Steps -Doors -Landings 11. Cert. of Occupancy Braced Wall Panels Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) - 1 . Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected - 8. Gas and Electricity Tagged 9. Exits ' 10. License Decals 11. Verify #'s with Office, 6: Carports; Windows -Doors Date Card B-1 Date Card B-1 Date Card B-1 ✓ Date '.Card B-1 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors , Shthg-Frg-Bracing -' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6: Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date -Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s ' 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 ; Date • -4 Card B-1 Date • Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 26,0ze Boxes & No. of Conductors Stapled Zoning -Setbacks -Easements -Flood -Slope 21.,Romex Installed Close to Edge of Studs & C.J. Ftg., Main; Soils-Elec. Grnd.-/j LN' Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.- Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold, Downs and Special Anchors l 1 p V. TZ,ab, Steel -Wrapped s J 8. Piers -Fireplace Ft .- I 34. CI thes Closet Light -Shower Light -Spa Light Fall-Fittin :Te�72 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 2 p' Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent=Access-Combustion Air Baffle 1-8! Water P' e;Jest & Anchor -Nail Protection ; Test Fittings & Anchor -Nail Protection 20. Xower Pan; Test, First Floor -Tub Access b 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date ,/ 11V Card B-1 ate Card B-1 Date• � Card B-1 Date Card B-1 Dat r ELECTRICAL L (Permit) OK except #'s 24,.ure & Transformer Clearance -Ins. Protection EleceReceDtacles Spacing -Lights & Switches at Doors Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48: Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4J.; Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. /Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles &T,4Prm. Windows or Exiting Doors -Sill Ht Di nsions Lg k2 ,Garage Fire Protection Framin C an 531 Prooertv Line Firewall & ODeninas 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plyw d on Roof Overhang -Attic Vents -Rafter Outriggers ng -Nailing Veneer 5 .,.Yucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59" GI Ing Area -Glass Protection -Skylights -Plastic r Walls; Nailing -Bolts 6j/ ace Interior/Exterior Wall Panels h . Insulation-Walls-Ceilinqs 63. Infiltration -Walls -Windows Date ; Card B-1 e/4.3 Dae Card B-1 Date ✓ Card B-1 / a_1 Date Card B-1 Date FINAL tans except #'s Ext.seps-Door & Sidelight Protectio Landings moke Detector urnace Vents -clearance -Comb, Air -Connector - In 'erage; Above Floor-Ducts-Mech. Protection 49?-B!P22m Exiting F.I. Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 70. Sta ails fireplace or Stove, Clearance -Hearth 72. E19.Q. Outlets at Wood Panel, Int. & Ext. K ixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 76. A . Duct in Garage -Damper . tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G e; Above Floor-Mech. Protection 7 .LElec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection 48 -Foam -Looked in Attic: - 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes C. FollowingInstl /Drive ❑ Yes No/Walks Yes Ud No/Planters ❑ Yes No � t _� 4. S co B n -Finish A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground 9 entilation Throughout House 69._ ass Protection rrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric Z i nater & Sewer Connected -C/O to Grade -HD Approval &-,Snergy Compliance Certificate -Other Certificates 05. ress Posted 96. Fire Sprinkler Date '-( Card B -1j Date 2 -0j Card B-1 Date S t . rCard B-1 Date Card B-1 Date 8-2•-&S7 Card B-1 Date Card B-1 Comments at Final: 'd 26,0ze Boxes & No. of Conductors Stapled 21.,Romex Installed Close to Edge of Studs & C.J. . Equip. Ground made up /Mech F eners-Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 70-ubfeed Wire Size/ / a. u or AI -A Wire Size/X - /ga r Al 31. Range Circle/ /ga or AI -Oven Circ. / /ga Cu or Al Insulated Neutral es ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. CI thes Closet Light -Shower Light -Spa Light Smoke Detector i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ANICAL (Permit) OK except #'s A. . Ducts Insulation & Support 3 en Fan, Exhaust above insulation 38. ondensate Drain & Overflow, Size & Grade 39. 'Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40.E Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s 4 ,Wls Proper Materials & Anchors 42�_ alls Studs -Nailing Spacing & Braces -Plates -Sound 4 .gearing Walls over Girders & Floor Nailing 44. !Draft Stop in Walls (rat proof) ' 45.Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48: Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4J.; Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. /Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles &T,4Prm. Windows or Exiting Doors -Sill Ht Di nsions Lg k2 ,Garage Fire Protection Framin C an 531 Prooertv Line Firewall & ODeninas 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plyw d on Roof Overhang -Attic Vents -Rafter Outriggers ng -Nailing Veneer 5 .,.Yucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59" GI Ing Area -Glass Protection -Skylights -Plastic r Walls; Nailing -Bolts 6j/ ace Interior/Exterior Wall Panels h . Insulation-Walls-Ceilinqs 63. Infiltration -Walls -Windows Date ; Card B-1 e/4.3 Dae Card B-1 Date ✓ Card B-1 / a_1 Date Card B-1 Date FINAL tans except #'s Ext.seps-Door & Sidelight Protectio Landings moke Detector urnace Vents -clearance -Comb, Air -Connector - In 'erage; Above Floor-Ducts-Mech. Protection 49?-B!P22m Exiting F.I. Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 70. Sta ails fireplace or Stove, Clearance -Hearth 72. E19.Q. Outlets at Wood Panel, Int. & Ext. K ixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 76. A . Duct in Garage -Damper . tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in G e; Above Floor-Mech. Protection 7 .LElec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection 48 -Foam -Looked in Attic: - 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes C. FollowingInstl /Drive ❑ Yes No/Walks Yes Ud No/Planters ❑ Yes No � t _� 4. S co B n -Finish A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground 9 entilation Throughout House 69._ ass Protection rrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric Z i nater & Sewer Connected -C/O to Grade -HD Approval &-,Snergy Compliance Certificate -Other Certificates 05. ress Posted 96. Fire Sprinkler Date '-( Card B -1j Date 2 -0j Card B-1 Date S t . rCard B-1 Date Card B-1 Date 8-2•-&S7 Card B-1 Date Card B-1 Comments at Final: 'd i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 I J o _ PENT Ivo._ (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL] 13Vf goo _ o / ZONING BUILDING PERMIT OWNER LL TELEPHONE _ Y77 f��l•{JJV/�� T , SO. FT. OCC. BUILDING VALUATION 0,234.00 �8 OWNERS LI f, �1 M ESSA Imo' D o�" ,' l � • �4�i1 U Z.00 CONTRA TOR' j N�1ME�I ° •V)Lc70 TELEPHONES 198 C 2 G7/, • 00 l/ J Y LIV CONTRACTORS MAILING ADDRESS i 4 11110 -f - CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $101 520.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $546.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $420.23 BUILDING ADDRESS 115 HART LANE OROVILLE Energy Plan Checking Fee $23,00 $ PERMIT FEE $1109.73 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE �( SF t❑" Duplex ❑ Mobilehome ❑ Other SPECIE`Each Each Trap7.00' 000 Solar or heat um water heater 23.00 -Water piping 1rj5.00 00 as water heater or vent 15.00' TYPE OF WORK Newt] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: NEW SINGLE FAMILY W iOMRAGE Gas piping system 1 - 5 outlets 15.00 Building sewer - 15.00 ct Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 0LES Main Service zoOA OR LESS 23.00 (y) 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, a ' my license is in full force and effect.PSINGLE icense Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors o construct the project. 11ram exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION �Phereby affirm under penalty of perjury one of the following declarations: I/ ❑ 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 Io00A 46.00 NEW CONST. ( OWELUNG occUP. 3.50 1 OR ADDNS. 8 ACC. BLDS. NON-RMULTI. ESI. OUTLET 97,50 OUTLECIR.OWER APPARATUS 8 T 20@ I'0° Ex. Occup. OUTLET OR FIXTURES BAL @ .50 UNS Ex. Occup. ouTiErs AEsID°ER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 1 20.00 Heating r00� Cooling 1 Cz CIA Hood 6.50 Ventilation 3 r .50 13.50 —78 PERMIT FEE $ -50 Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall n forth lith compI ' h those provisi:Laa __te lo,; Signature of Appllcaht - ❑ Owner ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. A Mobile Home Installation Fee $ Energy Inspection Fee $ 4 occ CONST. TYPE TOTAL FEE %§02.65 HAZ. D. FEES IMP ./ OOD CqF, PARCEL V PD HD ISSUE = This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been aid. . By A 4 ! Y, Date f Alt' /Az/ PERMIT EXPIRES ONN / Date Receipt No.�.!'Sr%% ! t� WHITE-D.D.S.-B.D. CA ARY-ASSE SOR' SINK -INSPECTOR GOLDENROD -APPLICANT CERTIFICATION OF INSULATION WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK Attic Copy, GOLD - File Copy ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS it A-.11 -DanH1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 ❑ 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 La,ne❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 j ❑ 8924 A_IRPO - D, REDDIN CA 96002 LIC #202026 DATE INSULATION CO PLETED XQ. ( square feet) ( ; square feet) ( square feet) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER CT KN 0 CT OCF KN t CT OCF KN BAGS R -VALUE APPLIED R -VALUE APPLIED MIN. INSTALLED WEIGHT PER R -VALUE APPLIED INSTALLED THICKNESS INSTALLED ICKNESS SQUARE FOOT INSTALLED THICKNESS' KNEE WALLS IF R-VALUr IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS CT OCF KN AIRIFLTaRATION SEALANT MATERIAL MANUFACTURER FOAM ::: HILT[ HANDY FOAM THIS IS TO,CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SI TU INSU T O T C TIL DATE SIGNATURE - GENERAL CONTRACTOR rTITLE DATE REMARKS • WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK Attic Copy, GOLD - File Copy COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT n. 3-/-,? ASSESSOR PARCELIVa L;EE1 'y ©0 _C) ® (1/� ZONING BUILDING PERMIT OWNER , L C_ TM—"E3(/7-7So-FT. OCC- BUILDING VALUATION .OWNERS LING ADDRESS ��;� 2 tae !t �&_ . C4484 1671 R 90 234.00 U 8,712.00 °oNTRA oRs^NAME 1/ TELEPHONE]198 C 2 574.00 CONTRACTORS MAILINGADDRESS 1'V�ee CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $101 520.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $646.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $420.23 BUILDING ADDRESS 125 HART LANE OROVILLE Energy Plan Checking Fee $23.00 $ PERMIT FEE $1109.73 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF J� Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap 1 7.00'10.00 Solar or heat pump water heater 1 23.00 Water piping 15-0015.00 gas water heater or vent 15.00 TYPE OF WORK ❑ Remodel ❑ Utilities ❑ Installation13Other [3Buildin X Work: NEW SINGLE FAMILY W/ GARAGE Gas i in stem 1 - 5 outlets 15.00NewAddition sewer 15.001 5-nnDescribe Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service zo..OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, $ GA my license is in full force and effect. cense Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1 s owner of the property, or my employees with wages as their sole compensation, wiIII do the work, and the structure is not intended or offered for sale. I, a owner of the property, am exclusively contracting with licensed contractors construct the project. am exempt under Sec. Business and Professions Code for this reason Main Service zoo. TO lOooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. BLDs. 3.5¢FT. NEW CONS NDN-REsiD. . MULTI. OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FD(TURES �0 @ 1.00 Ex. Occup. ..ED g=-.) en 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1IR 4-4 WORKERS' COMPENSATION DECLARATION ereby 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 rperformance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15 00 Cooling 15 Hood 6.50 Ventilation 3 4.50 13.50 GAS FIREPLACE 15.00 PERMIT FEE S 78.50 Policy Number (T a above sections need not be completed if the permit is for work of a valuation Ione hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall orth ' h compl with ose provisions. D to 3® 03 re o Applic Owner ❑ Contracto Agent kAnOSHApermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. , Mobile Home Installation Fee I $ Energy Inspection Fee $ 46.00 occ coNsr. TYPE TOTAL FEE $/.502.65 HAZ. FE IMP FLQOD /�`/ cD ARC pO D uE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By I ate T' PERMIT EXPIRES ON /_ Def Receipt No. 2 WHITE-D.D.S.-B.D. CANARY -ASS S K -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - qUILDING DIVISION 1 < 7 County Center0rive • Oroville, California 95965 • Telephone 530) 538-7541 PERMIT NO t� 2/96) APPLICATION AND PERMIT 0 ASSESSOR PARCEL —MSEA )S /' ,7(5-W _07 - BUILDING PERMIT ��MAW ADD S • - NTRACTOR'S NAE �� )—Yl L V 1 'CONi:LOCTORS "'Upo ADDRESS ONSTRUCTION LEND ER NDER'S MAILING ADDRESS AAOHffECT OR ENGINEER ARCWECT OR ENGNEERS MAJUNG ADDRESS GO ALL A IDT No� SU301V6x)NS NOME USEOFSTRI. SF4) Duplex ❑ Mobilehome ❑ Other _ "E ---' SO. FT. OCC. BUILDING VALUATION TEL EPNO"E uCENSE NO. ARCEL mAPI 214 A e-•. TYPE OF WORK New Addition ❑ Remodel ❑ Utilities [3. Installation ❑ Other ❑ Des(((cribe Work: >= LCrc>Z) ' x, 0 g S z7 Sb2F:�J, Sikh �. A.,4 64 * � 7lox -3c�' At' IY46 r44nzov%tI L") Fireplace PERMIT FEE S %'-4—c1. U C Total Valuation S / a Main Service Filing Fee $ 20.00 Permit Fee S 6 Plan Checking Fee Energy Plan Checking Fee S S o;L o DwEL NG 000U P. OR 3.5¢F7. ADDNS. PERMIT FEE S =204" PLUMBING PERMIT I 1 CcD7.501' Fli g Fee 20.00 Each Trap () 7.00 �L Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 1 5.00.)-S— Gas piping system 1 - 5 outlets 1 S.D0l/T- Building sewer S.001 f Mobile Home I S I G I W I I @20.00 EX. Occup. ( OLMEr OR FDMMES eu O .S0 O Ex Occup. vTT NS ORL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 11F MECHANICAL PERMIT Filing Fee 20.00 Heating J — ��" • Grp Cooling� Nn,rl I s.so I> Ventilation , 3 �%' �J • 1 i PCIA 3" -ad U PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee S L v occ CONST- -PE TO AL FEE . 10. FEES I 1M CDF VAR HD BS UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _ PERMIT FEE S %'-4—c1. U C ELECTRICAL PERMIT I Fling Feel 20.0/0 Main Service e0M OR LESS 23.00 20M OR LESS Main Service 200A TO ,000A 46.00 NEW CONST: DwEL NG 000U P. OR 3.5¢F7. ADDNS. A AMC. BLDS. =204" _ MULTFOLmFT 1 I 1 CcD7.501' EX. Occup. ( OLMEr OR FDMMES eu O .S0 O Ex Occup. vTT NS ORL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 11F MECHANICAL PERMIT Filing Fee 20.00 Heating J — ��" • Grp Cooling� Nn,rl I s.so I> Ventilation , 3 �%' �J • 1 i PCIA 3" -ad U PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee S L v occ CONST- -PE TO AL FEE . 10. FEES I 1M CDF VAR HD BS UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _ COUNTY OF BUTTE-DEPARTMENT;OF`DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, SCA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET r �9 L OWNER: ASSESSOR PARCEL NUMBER 36 ~ �v r 6 S� Proposed Building Use: �� Counter Technician. Date: 3d Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .�- 1.. Plot plans, 3 or 4 sets, signed ,�y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -40-3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. -1�__4. Engineered truss details and layouts in duplicate. No faxes! 1❑5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ..................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) ..14. Fees as shown on the attached Schedule of Fees Due Sheet....�?r�f-,r.t?rJ ................. 4/-30/6+ *'Statement of Intent for Non -heated and A/C Buildings..................................I.....�..�... KI 16. Sanitation and plot plan approval from the Environmental Health Depa ent in---CJ�� }117. City of Chico Plumbing permit ........................................... /// � J 18. California Department of Forestry plan approval paid. Sent_ b 0 . ................ I'(❑- 19. Planning approval for (A) Use: (B)Parking: (C) ar el Check: -7 -'3- (- ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .......................du ........ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 6. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement.. 28. Manufactured home utility clearance...-.- ......................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 7 7 and of r ckup. ra�Q a, I have been informed Tle ov items and requirements for obtain' g a tu'tlding pe t .cant: %%Da:`1 3 � O 3 ndex permit application for the above items numbered: Plan Check Letter 2. Additional items reauired / 1 I Contractor, designe( vKher,,vAs advised cf the above data by C phone, ❑ mail, ❑ counter, by Date: Contractor, designer, r, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:_ Plans reviewed by: Date: Plans approved by: L 1724 Date:_ Structural reviewed b Date: Structural approved by: Date:_ Note transfer by: Date: �d4 I at- 003 Yellow: Building, Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE – Z OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due .......... :...... $ / Revised Plan Checking Fee ........ dl� ......$ 2. SCHOOL DISTRICT FEES � ? (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ..................... x $360.00 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ #,Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #--- G DATE1z, RECEIPT # DATE REC. 3763-;�� �/Xejh At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checkin process. APPLICANT — DATE l Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may ave been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner * (Rev. 6/00) December 22, 2003 County of Butte - FINAL CHECK Jurisdiction Appl. No.: 03-1259 LP2A Job No. 203015-014 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Hill SFD Address: Hart Lane Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: 1. Plans: Two (2) revised copies plan sheets 1 through 4 (4 sheets) title sheet dated October 23, 2002 by Bill Sumner, Designer. 2. Truss Calculations- Two (2) revised copies dated February 25, 2003 by Longfellow Lumber Co. Inc; two (2) truss review letters dated March 20, 2002 by Michael Mooney, P.E. 3. Structural Calculations: One (1) calculation dated March 20, 2003 by Michael Mooney, P.E. 4. Title 24 Energy Compliance Documentation: Two (2) revised copies dated Nov. 19; 2003 by Don Freemyers. These documents were reviewed for their conformance to the 2001 California Building; Plumbing, Mechanical, Electrical and Energy Codes. We do not have any comments regarding this submittal package. Therefore, we are recommending approval of the above noted items with the following conditions: 1. The Engineer of Record (Michael Mooney, P.E.) shall stamp & sign all sheets showing structural information prior to permit issuance. 2. Floor Plan sheet 2 has been annotated to show additional wall bracing as required per CBC 2320.11.3. 3. Detail A/2 has bee redlined for clarification. 4. Plans have been highlited and identified according to County of Butte's Residential Construction Requirements. Enclosed are the above documents bearing the LP2A approval stamps on appropriate sheets. Let us know if you have any questions. Sincerely, LINHART PETERSEN POWERS ASSOCIATES Rog Peterson, S.E. /PeZ�' ike BgerW Structural Engineer Plans RS/MB f:\butte county 015\butte county 2003\203015-014-pcf.doc IgLsq"ART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 N II O AP NO.: 036-800-065 DATES: 04/30/03 1 z; uTT Count o Butte e yo 0 6.4 • .., . o ��.. Department of Development Services ocOUNt+o Building DlvlSlOn 7 County Center Drive Oroville, CA '96965 (530) 538-7541 OWNER: MAIL ADDRESS: Hill Dan Phone:(530)520-3477 Phone: 28 Buehler Ave Phone: Orpville CA 95966- Email: CONTRACTOR Owner Phone: Phone: CA Email: Phone: ARCHITECT OR ENGINEER Lic No.: PERMIT NUMBER: 03-1259 Email: SITE ADDRESS: Hart Lane Phone: APPLICATION AND PERMIT Oroville CA 95966- Email: ZONING A-R LOT 58 BLK MAP BK/PG Flood: X, 0985D 122-27/28 2-28-91 SRA Yes ACRES 0.24 SNOW LOAD OTHER: USE m F ❑Dplx o H Other: TYPE OF WORK- New Addn ❑ Rmdl 13❑ Utlts Instln ❑ Other DESCRIPTION New SF with garage LICENSED: CONTRACTOR'S' DECLARATION `: I hereby affirm under penality 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 License No. OWNEWBUILDERDECLARATION: - I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: ❑ I, as owner of the property, or my employees with wages a:: their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason: Reason: WORKERS COM PENSAT.ION.DECL'ARATION ".' ::'`' I hereby affirm under penaty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance rarrier and policy number are: Carrier: Policy Number: This section need not be completed if the permit is for 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 the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONST.RUCTION=LENDING'AGENCY ❑ 1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON: Date Page 1 of 2 I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. 'r. Signature of Applicant Date ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. r permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date PERMIT EXPIRES ON: _ Date Page 1 of 2 AP NO.: 036-800.065 DATES: 04130/03 County OWNER: Hill Dan Phone: 530 520-3477 LO vfButte NPhone: Department of Development Services a°oUNtyo 28 Buehler Ave Phone: MAIL Building Division ADDRESS: Oroville CA 95966• Email: 7 County Center Drive bwner I Phone: O Oroville, CA 96965 Phone: CONTRACTOR (530) 538-7541 CA Email: P hone: ARCHITECT OR ENGINEER tic No.: PERMIT NUMBER: 03-1259 Email: SITE Hart Lane Phone: APPLICATION AND PERMIT Oroville CA 95966- Email: ADDRESS: ZONING A-R LOT 58 BLK MAP ' BK/PG Flood: X, 0985D 122.27/28 2-28-91 SRA Yes ACRES 0.24 SNOW LOAD _ OTHER: USE o F Dplx o H Other: ❑ TYPE OF New Addn Rmdl Utlts Instln WORK m D ❑ ❑ ❑ Other New SF with garage DESCRIPTION LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penality 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 License No. OWNER-BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason: Reason: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code for the ❑ performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: This section need not be completed if the permit is for 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 the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY ❑ 1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. 'r. Signature of Applicant Date ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. r permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date PERMIT EXPIRES ON: _ Date Page 1 of 2 School District A.P. Number BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per'Building) ui CJ e� Jurisdiction: ` City Property Owner 1 I . Property Location/Address Subdivision �- Residential Development Q I No oPLiving. ,• Mobile Home Units Installation G Commercial/Industrial 0 Q New Addition 4 J -j I f, Building Department Representative District Identification No. Ilo 511 Building Department No. Q3 �ounty Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior oofed Areas) kc. vfur� Date School District certifies that 1 �� (Applicant)._ ,a r•L "' . .y'...rwT-_;.-'.5 .,? X' —^ver •,�. i'a -4.• ..� t.. _...-,.. ...- 13.5 V;00, S �s - 8 S a�5 (Street Address) (Phone Number) (City) (State) (Zip Code) has -complied with the requirements of Resolution No. by payment of $ representing IL7 I square feet. 2926 $ FULL Mr1GATION $ School District Representative Date Paid by Check 8 Remarks: 0C) d(pJ No**: You may protest the Imposition of the Mss Identified above by submitting a written protest to the District. In compliance with Govemment Code section 66020(a), wWdn 90 days from the data Mee are paid. Failure to submit a timely w protest will'prohibit you from c hdkwg Ing the Imposition of the Mee In any court actbn If, subsequent to the school District Representative signing this Butte County schools Impact Fee Certification Form, the school District Is noWW by the applicable Local Planning Agency that this project Is being revlewed under tit California Envlrerunntal Quality Act (CEQA] thle prwjee! may be subject to additional school Men to fully mnldgete.ft Impact on the school district`s schools.` White (applicant), Yellow (building department), mink (school district) feeform.xis (10/03)dmm f PERMIT NO.: 6-04 Labe .Oroville Area Public Utility District.. 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County.. . Dater Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): A.P. No.(s): Fees due: Application for service a January 8, 2004 Dan Hill 28 Beuhler Ave Oroville CA 95966` 538-8529 125 -Hart Lane Oroville CA 95966 1 Copley Acres Sub # II Lot 58 036-800-065 $1,588.00 LOAPUD Capacity Charge.$650.00 LOAPUD Connection Fee $1.000.00 SC -OR Regional Facility CHarge TOTAL $3,238.00' Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: DISTRICT Date: AP NO.: 036-800-066 DATES: 04/30/03 C'4 SITE Hart Lane Oroville CA � OWNER: HIII - Phone: (530)520-3477 ADDRESS: t M VALUATION CODE SO FT Slsq FT VALUATION ELECTRICAL PERMIT O Page 2 o1 2 R 1671 $54.00 $ 90 214.00 Filing 1 $ 20.00 $ 20.00 U 484 $18.00 $ 8,712.00 Main Service COV 198 $13.00 $ 2,674. 00 600V or Iess200A or less 1 $ 23.00 f 23.00 $ 200+A to t000A $ 46.00 $ $ New Construction or Additions Roofing x = 01. A 0 $ 60.00 $ DwellingOccupied & AccessoryBldgs 2156 $ 0.035 $ 75.43 Fireplace AM M 0 f New Construction Non -Residential TOTAL VALUATION $ 101,520100 Multi -Outlet Branch Circuits $ 7.50 $ PERMIT FEES CITY FEES Power Apparatus & Single Outlet Circuits $ Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee 1 r. s $ 646.50 Outlet or Fixtures 1-20 $ 1.00 $ Permit Fees Mobile Homes g 1/2 Fee $ Outlet or Fixtures 20+ $ 0.50 $ Plan Check @ 65% Permit Fee - c� $ 420.23 Fixed Appliances or Outlets (Res) ea. S 5.00 $ Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 1 $ Temporary Service S 23.00 f Revised Plan Check 5 46.00 S Moble Home Facilities $ 20.00 S Energy Plan Check Commercial: 4000-: 0 S Miscellaneous Wiring S 23.00 $ Residential: 1 To Master: 1 ` $ 23.00 Pre -Inspection $ 23.00 $ Energy Inspection Fee 1 $ 46.00 $ 46.00 Pool Electric S 30.00 $ Mobile Home Installation Inspection $ 100.00 $ $ $ $ $ $ TOTAL PERMIT FEES $ 1,155.73 TOTAL ELECTRICAL PERMIT FEES $ 118.43 PLUMBING PERMIT MECHANICAL PERMIT Filing 1 $ 20.00 $ 20.00 Filing 1 $ 20.00 $ 20.00 Each Trap 10 $ 7.00 $ . 70.00 Heating Up to and including 100,000 BTU 1 S 15.00 $ 15.00 Solar or heat pump water heater S 23.00 $ - Greater than 100,000 BTU $ 20.00 $ Water piping 1 $ 15.00 $ 15.00 Cooling 1 Up to 3 HP and 100,000 BTU 1 $ 15.00 $ 16.00 Each gas water heater or vent 1 $ 15.00 $ 16.00 3+ to 15 HP and Over 100,000 BTU S 25.00 $ Gas piping system 1-5 Outlets 115. Outlets 1 1 S15/S3 1 $ 16.00 Evaporative Cooler $ 15.00 f Building Sewer 1 $ 15.00 $ 15.00 Extend Ducts in Additions $ 15.00 $ Mobile Home Utilities Sewer. I I Water. 1 Gas: 0 $ 20.00 $ Hoods S 6.50 $ $ 15.00 $ Ventilation 3 $ 4.50 $ 13.50 $ Gas Fireplace 1 $ 15.00 f 15.00 TOTAL PLUMBING PERMIT FEES $ 150.00 Gas Stove $ 15.00 f IMPACT FEES MECHANICAL PERMIT FEES $ 78.50 SHERIFF TOTAL BUILDING PERMIT FEES $ 1,502.65 Residential Per SF Living Unit 1 $ 360.00 1 $ 160.00 TOTAL OF ALL FEES $ 1,951.65 Multiple Per Living Unit $ 252.00 $ r MINIMUM PAYMENT OF FEES Commercial Per Sq. Ft. $ 0.03 $ Filing Fees $ 80.00 STATE RESPONSIBILITY AREA SRA Per Structure 1 $ 89.00 $ 89.00 Plan Check Fees $ 443.23 DRAINAGE `' SRA FEES $ 89.00 Thermalito Residential Per Living Unit 1 $ 510.00 1 $ Other Fees: Commercial Per Ordinance 3304 1 1 $ MINIMUM PAYMENT OF FEES $ 612.23 STREET IMPROVEMENTS Chico Urban Area Residential Per Each Single Living Unit Per Each Mit le Living Unit Service Structures Per Sq. Ft. $ $ $ 1,982.00 1,370.00 10.19 $ S $ PAYMENT INFORMATION Date: Staff: I Receipt # 376322 Cash I Ch.ck#1 Check $: 1951.25 Commercial Medical Structures Per Sq. Ft. $ 2.22 $ FEES PAIDI 1,951.25 Industrial Structures Per Sq. Ft. $ 1.02 $ BALANCE OWED $ 0.40 Residential Per Each Single Living Unit S 595.00 $ Date: Stall: Receipt # Cash Per Each Mltple Living Unit $ 355.00 S Check#j I Check $: Thermalito Urban Area Commercial Per Acre Developed $ 23,849.59 $ FEES PAID 0.00 Office Per Acre $ 11,924.80 f BALANCE OWED $ Industrial Light Per Acre $ 5,962.40 $ Date: Staff: Recei t# Cash I Heavy Per Acre $ 1,192.48 $ I Check #1 Check $:I WATER TENDER Per Parcel $ 200.00 1 $ FEES PAIDI 0.00 RECREATION DISTRICTS - Proof of Payment Only BALANCE OWED $ Chico AINa Residential Per Living Unit I $ 1,189.00 0 Date: StaN: Receipt # Cash Durham Residential Per Sq. Ft. I $ 1.04 0 1 Check#j Check $: 0 FEES AIDI 0.00 NORTH CHICO SPECIFIC PLAN BALANCE OWEDI $ 0.40 Residential Pcr Dwelling Unit SR -1: SR -3: SR-1/PD: R1: R2: R3: 0 $ 0 3,315.00 S - $ Occupancy: Construction: ISSUED industrial/ Industrial SF Commerical SF Office SF School 1 0 1 HAZ FEES IMP FLD CDF PRC PD HD Commercial 01 $ SCHOOL DISTRICTS - Proof of Payment Only❑ ❑ D ❑ D 0 0 0 Marysville Joint Unified - 064 0 Note: TOTAL IMPACT FEES Collected by Development Services $ 449.00 Page 2 o1 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - qUILDING DIVISION —"� 7 County Center Drive - Oroville, California 95965 - Telephone 530) 538-7541 PERMIT NO 12/96) APPLICATION AND PERMIT tev. ASSESSOR PARCEL NUMBER _3 _< - —O� 2O1MO _ BUILDINGPERM IT MABJ ADD NTMGTDRS NAME I CONTRACTORS MWN0 ADDRESS NSTRVCTION LENDER rmERs wuuNG ADDREss ' ARC7IRECT OR ENGINEER ARC WECT OR ENGNEFRS MAILIM ADDRESS eu0.DING ADDRESS/ XZ IDT NOS .8, SUBDIVISIONS NAME •� �� �� USEOFSTRUCTURE SF\4 Duplex D Moblehome ❑ Other TYPE OF WORK New(lAddition D Remodel ❑ U6'rdies ❑ Installation D per ❑❑ Describe Work: ,L �> ✓� �n^ I - �/30 Sola=3 SO. FT. OCC. BUILDING VALUATION PERMIT FEE Ci C ELECTRICAL PERMIT Fling Fee 1 20.0/0 Main Service eoOV OR LESS = oR LEss 23.00 (� Main Service 200A TO 1000A 46.00 NEW CONST: OR ADDNS. OWEiLM3 OCCUP. t ACC. eLDS. I 3.5¢So c ' ( _ MUT TFouTT tT 1 I I @7.50 Fireplace Total Valgatlon S _ 5 Flina Fee $ 20.00_ Permit Fee S ' Plan Checking Fee S Energy Plan Checking Fee S 1-13-06 5 PERMIT FEE S PLUMBING PERMIT RhAg Fee 2 0. 00 Each Trap 7.00 .OZ Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 1S.00 S �- Building sewer 15-00 • —� Mobile Home I S I G I W @20.00 Ex. Occup. OVTLET OR FKTVRES PERMIT FEE Ci C ELECTRICAL PERMIT Fling Fee 1 20.0/0 Main Service eoOV OR LESS = oR LEss 23.00 (� Main Service 200A TO 1000A 46.00 NEW CONST: OR ADDNS. OWEiLM3 OCCUP. t ACC. eLDS. I 3.5¢So c ' ( _ MUT TFouTT tT 1 I I @7.50 Ex. Occup. OVTLET OR FKTVRES BiL - .50! Ex. Occu vnFrsAM I'm L 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Mier_ Wirinn 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating J — �--' 6,49 Cooling/sem – /.�'- C°� Hood 8.5o Ventilation 3 ti' ' S ca er J1 �C i.n .Q �, I / s,-a� .s'P c' 7 U " PERMIT FEE S LJ Mobile Home Installation Fee S Energy Inspection Fee OCC CONST' TYPE TO AL FEE $ NAZ. I D. FEES M CDi PAA„CEL MD i ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date � l! a0 "a'�r�"s.� Co RESIDENTIAL PLAN o REVIEW GUIDE O ~=` - . .10 SINGLE FAMILY, DUPLEXAND �C'., MISCELLAAEOUS ONLY Owner. Building Permit Number: Plans Examiner: A- P. Number: GE;+iER.kL: 1. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 1. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PL .N: 1. Complete parcel size and dimensions. 2 Setbacks, side yard, easements. etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. -- ---�_—Flood-hazard:-- - ------------- -- - ------ ---- ---- - - 6 Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage lees ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 2. 10% of aatural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension Shall be 20". When ntndou s are provided as a means of escape or rescue, they shall have a finished sill height not more than 11" above the flcor (Uniform Building Code section 310.0. d Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glaan, in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens halls. bathrooms and toilet compartments may have a ailing height of not less dun 7 feet measured to the lowest 2roiection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening ho a bath or bedroom (Uniform Plumbing Code section 509.0). t 1) Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom. Or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code amnion 3044 11 Garage drewatl separation - required on garage side including supporting walls and posts (Uniib;m MWO Code section 302.1 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). 13 Wood stove location - Alcove - UNIC section 203 confined space & 223 unconfined space & 304.2). 14 Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shover compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced mall line. Brand Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section.2320.4.1_) Braced wall lines must be continuous throughout the strucnure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signatiuc, registration number and expiration date on all sheets of plans depicting the designed elements and cover shuts of calculations. 3. Gerestory requiring baUoon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. S. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High exTansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be prorided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior v►alls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS ITEMS: 1. Stairway details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1064.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. 13UELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinliers required. 4. ❑ Special Inspection requirements. 5• ❑ Use Permit conditions. 6• ❑ Sub -Standard Housing lever. Pace -- of i i Y5 MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-09-228 Client Name Hart Lane/Dan Hill Const. APN Analysis 2001 CBC Dead Loads Roof Tile roof 12 psf '/2" plywood . 1.5 Trusses 4.0 Insulat. 1.0 %" Gyp. Bd. 2.5 21 psf. Wall Stucco 10.0 Plywood 1.3 Framing 1.5 ``/z" Gyp bd 2.5 Insulat. 1.0 17 psf. Live Loads 16 psf. Floor Plywood 3.0 Framing 2.0 Insulation 1:0 Gypsum bd. 2.5 10 psf Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet . 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall . Seismic Loads V=2.5CaIW11.4R . Ca=0.36,1= I.,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction= 0.35 Lateral Bearing = 250 psf / ft. March 20, 2003 . PLAN REVIEW APPRud/41 DEC 2 2 2003 UNHARTPETERSEN POWERS ASSOCIAILV 40 psf q = 14.5 psf @ 75mph I=1 O : L fil e y f,. BV, �� LONGFELLOW LUMBER CO., INC. ay Loren Avenue Chico CA 95928 Telephone: (530) 893-0112 Sx: (530) 893-0140 Name: Address: HART LANE City: OROVILLE State: CA Phone: HART0225 ale: Not to scale I Date: 2/25/03 1 Drawn BY: C 216 315 4641 Oe(2- CA t� n . 3 33 ��r = 193 II q oc+ 1,40 c -C 0L 1,4U - G� 1. z ( ( .► �( .l � . r.� Z l�.. C31 k ua n Lu w, &�A RZ n �2`�. � = ��� ��s = �Z bar 5�4�C-• n �2`�. � = ��� ��s = �Z bar 5�4�C-• MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/20/03 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin: Pin Center Span = 17.50 ft Beam Width = 3.125 in . Elastic Modulus = 1800000 psi Left Cantilever 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever - = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTH Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le.: Right Cant. = 0.00 ft Point Load: DL = 87.0 # LL = 64.0 # at 2.50 ft APPLIED LOADS Point Load: DL = 193.0 # LL = 140.0 # at 4.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 6.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 8.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 10.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 12.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 14.50 ft Point Load: DL = i93.0 # LL = 140.0 # at 16.50 ft SUMMARY USING 3.125 x 12.000 Beam, Bending = 34.49%, Shear = 25.2611 Max. Pos Mom @ 8.54 ft = 6.47 k -ft . Shear: Max. @ Left = 1.14 k Reactions... DL Maximum Max. Neg Mom @ 17.50 ft = 0.00 k -ft ....used for dsgn = 1.71 k Left 0.69 k 1.14 k Max @ Left = 0.00 k -ft ....Area-Req'd = 7.21 int Right = 0.90 k 1.50 k Max @ Right = 0.00 k -ft Max. @ Right = 1.50 k Max. Allow Moment = 18.75 k -ft ....used for dsgn = 2.25 k Deflections... fb : Max. Actual = 1034.7 psi ....Area Req'd = 9.47 int Center = -0.26 in -0.43 in Fb : Allowable = 3000.0 _psi fv ; Max. Actual = 60.00 psi ....Dist = 8.82 ft 8.820 ft Fv : Allowable = 237.5 psi ...L/Dell = 803 484 Ck = .811(8/Fb)-.5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2)".5 = 7.92 Bearing Req'd @ Left = 0.56 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.74 in Right = 0.00 in 0.000 in ....L/Defl = 0 0 6.47 Mme. - 6.47f1 -k c 8.S4 ft Mmin = -0.00 ft -k o 17.50 ft 1.14 mez= 1.14kiP50 O.00Tt Vmtn = -1.50 kiP3iDa • 17.50 ft � 1.50 Dmez = 0.00i.0 0.001t Dmin - -0.43 in P 8.82 ft 0.00 -0.43 ft 0.0 2.9 - 5.8 8.8 11.7 14.6 17.S V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 MICHAEL MOONEY CIVIL ENGINEER. RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/20/03 TIMBER JOIST & RAFTER DESIGN DESIGN DATA 1 - Timber Section 6X12 ....Depth in . 11.50 ....Width in . 5.50 Le: Unsupp ft : 2.00 Fb- Allow psi : 900.00 Fv- Allow ppsi ; 85.00 Elastic Mod. ksi : 1600.00 Load Duration Factor 1.25 Stress Ratio ->> : 0.46 CENTER SPAN -OK- Span Length ft : 6.00 Point DL # : 802.00 LL # : 584.00 X -Dist ft : 1.00 Point DL # : 802.00 LL # : 584.00 X -Dist ft : 3.00 Point DL # : 802.00 LL # : 584.00 X -Dist ft : 5.00 RESULTS Mmax @ Cntr k -in : 41.58 X -Dist ft : 3.00 REACTIONS Left: Dead Load # : 1203.00 Live Load # : 876.00 Right: Dead Load # : 1203.00 Live Load # : 876.00 STRESSES -OK- Fb.. Allow psi : 1125.0 Fb.. Actual psi : 343.0 Fv.. Allow psi : 106.25 Fv.. Actual psi : 49.30 DEFLECTIONS Center... Dead Load in : -0.011 X -Dist ft : 3.00 DL Ratio 6560 Live Load in : -0.008 X -Dist ft : 3.00 LL Ratio 9009 Total Defl in : -0.019 X -Dist ft : 3.00 Ratio 3796 Page: V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 i Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: LP2A Michael Vieira (530) 538-7159 mvieira(a-butte Plans Transmittal For Review Per Contra( 7/10/2003 Applicant: Hill, Dan Project Type: NSF 100% Plan Check Fees $ 420.23 Energy Calc Fees $ 23.00 $ 443.23 Permit No: APN: 70% $ 294.16 $ 16.10 $ 310.26 LP2A Fee $ 310.26 Copies Attached: Qty Chk W�—JApplication Site Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other SITE PLAN REVIEW APPLICATION Date: Ll — 3 O— ('�'�� AP# Permit Number (if applicable) O 2S-9 APPLICANT INFORMATION Parcel Size: ?_9 A C Owners Name: H 1 ( -r-)fz� lJ Owners Address: `Z (j Telephone No.: -S 20 _R H 2 % Situs Address: N"2T L -Iv Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition . ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 13 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site Plan Stamped Approved . By Date ��— Page 1 of 5. ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) jj SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a c ed) • Flood Zone: r • Flood Panel No.: OA Index Date: Ll --2.5' er- ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained.from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: P Applicable Building Setbacks: F ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 kk� Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender, ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [] Deeds: Date of Creation: Legal Access Provided: [—]No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No: ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 S Subdivision Map/Parcel Map: CO PUE-A GY2G S VJOI T '�) P 1-A °3 Map Date of Recording: `?-' Z Lot: ❑ U3e Permit/Minor Use Permit Permh Number: Book: 2 2 Page: z� Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. El ❑■ Page 4 of 5 ❑ r Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumenMhilding Permit Site Plan Reviewl.doc Page 5 of 5 ..'AND WHEN RECORDED MAIL TO: 8VTfE'COUNTV BUILDING DIVISION G 111 COUNTY CENTER DRIVE ®?j OROV-ILLE, CA 959,65 -E!10 (a Z-3 ell ga;:> C-31 1-3,4- ; Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:39AM 06 -May -P003 REC FEE 10.00 COP I ES 2.50 Kathy Page 1 of c AGRICiiLTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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. 5e e &+�&cGt--cp Date ?j PROPERTY OWNERS A J PD 1 l�►" l State of California ). County of 3 U T'7 -E ) On S D �3 before me, :T- Z 7,A JJ0764u 1/ personally appeared PA J H ,`-I ( personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to -the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon (behalf of which the person(s) acted, executed the instrument. WITNESS my and d official seal. Signature Seal: A.P.# 03(x- f ©y D&S UVELL. iam* 138.1697 0 California -0 nty OV. 08, 2006 ". Description Order No. BCI -196663-3 MAM The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOTS 57 AND 58, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES SUBDIVISION UNIT NUMBER THREE, PHASE III", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON j FEBRUARY 28, 1991, IN BOOK 122 OF MAPS, AT PAGE(S) 27 AND 28. APNS 036,800-064-000 (LOT 57) 036-800-065-000 (LOT 58) PARCEL II: A RIGHT OF WAY FOR ROAD PURPOSES OVER AND ACROSS LOT 315, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF OROVILLE-WYANDOTTE TRUIT LANDS UNIT NO. 6", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 8, 1929, IN BOOK 10 OF MAPS, AT PAGE(S) 3A, 4A, AND 5A. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - UILDING DIVISION MAY 6 2003 -"—"' 7 County Center Drive • Oroville, California 95965 • Telephone 530) 538-7541 PERMIT NO te7v.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL -MBER,)t /' �c- —O� �_ 2ON1N0 BUILDING PERMIT 11h, Vo ... � . ADD NTRACTOR'L NAPE (_ TELEPHONE I CONTRACTORS MMUND ADDRESS NST�:L-d-ADDR ER NDEESS ARCNrrECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS NMUNO ADDRESS BU6DMG ADDRESS LOT NO. SUBDIVISIONS M40Z PARCEL USEOFSTRUCTURE SF\� Duplex D Mobtishome O Other _ sFfT:ffv TYPE OF WORK New Addition O Remodel O Utilities O Installation D or O Des(((cribe Work: silk A o 4hGr- maim AOUWA ,(ed C;) Av, L- w4d Nt�m SO. FT. OCC. BUILDING VALUATION PERMIT FEE S I—AF-0 . U L ELECTRICAL PERMIT INJ 20.00 Main Service x= oR LESS 23.00 5i7 q Main Service xu TO I 000A 46.00 �NERlA COISannw T: ( CC ) I 3.5¢Fr' Fireplace Total Valuation $ Fifina Fee S 20.00 Permit Fee $ Plan Checking Fee Energy Plan Checking Fee S S 1-113.06 S PERMIT FEE S PLUMBING PERMIT FIi g Fee 20.00 Each Trap O 7-00--70—,00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 j Gas piping system� 1 - 5 outlets 15.00r - Building sewer 15.00 —� Mobile Home I S I G I W @20.00 Ex Occup. ourn r oR FDfT Aar PERMIT FEE S I—AF-0 . U L ELECTRICAL PERMIT I Fling Feel 20.00 Main Service x= oR LESS 23.00 p� Main Service xu TO I 000A 46.00 �NERlA COISannw T: ( CC ) I 3.5¢Fr' Ex Occup. ourn r oR FDfT Aar eAL ® .50 Ex. Occup. U r ETSRIDES DE, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mine Wirinn 23.00 PERMIT FEE S // MECHANICAL PERMIT Fling Fee 20.00 Heating &d Cooling /�� r %i' 0 Hood6.so NOW :lenfilation el, %-D •.'S PERMIT FEL S Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST. TTS TOTAL FEE $ HAZ. I D. FEES IMF—TW CDF I PARCEL I PD I HD I LSSUE This permit is hereby issued under the applicable provisions of the Butte County Gode and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON m.al {si AP# CDF FIRE SAFE REOUIREMENTS ©3 -(1 S-2 PERMIT L SIC 41 NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. �j 1273.03 Grade. Not to exceed -16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have.a horizontal.inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of So - 100 0- 100 feet radius; 2 feet to those from 100-200 feet. LJ -4 2. The length of vertial.curves in roadways`exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�} 1273.05 Turnarounds. If'required, will have a.minimum turning radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3.-. 0 3 (a -8 () '6 � © 3 —/ )- 5-7 W1 L. L A9nJ AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet .in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [r 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shallbe within 50 feet of the building. 1273.11 Gates 1. Gate. entrances shall be at least two feet wider than the roadway it serves. [�l 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. (�J 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276..01 Setback for Structure Defensible Space. [ J 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback -for buildings and accessory buildings from 411 property lines and/or the center of the road. [ 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. �Q 1276.02 ,Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to.a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial-inspection of a building permit. Page 2 of 3 1*P AP # PERMIT # Other Reauirements -1-41t t NAME [ ] If Buildincr Setback is 15 to 30 Feet: Class A or B roof - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0k of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat • Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 P-IC/1 I CDF FIRE SAFE REQUIREMENTS 41) --� �- 0 __�> ( I �7 — /,// L AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1�1 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius Cr1 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [YJ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3, z 3 4d '6� 0? -11S5 WiL.L D4' J AP # PERMIT # NAME [�1 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds,800 feet, turnouts shall be provided no more than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [xl 2. The gates must be located at least 30 feet from the I roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. �Q 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f_aal inspection of a building permit. Page 2, of 3 '3&,kv-(S-- 0�--12-S_f /411i , P,j AP # PERMIT # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [1�] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback -.Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 I u 3' 1144 County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html ENCROACHMENT PERMIT NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 03 O s "7,'5' E District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment pemut to do the following work under or over the County roads and highways, all in accordance with Coun ordinances and general laws. All information except si ature must be typed or legibly Tinted. 1. Applicant's Name: I. /) l Ira Company Name: 2. Address: 3. Phone: l ^ 4. Assesssor's P cel Nu b r• J G �1 �P 5. Location of Work tri D ne ^ )!Z- L /� 6. 6. Applicant's Signature 7. Date: 03 C NTRACTOR' S INFORMATIO 8. Contractor's Name� 5#m C O 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: - TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): i 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions 1 --Ace �x arls'o r7 Jo'r7 at a��c1A r�.. Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. kAll work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions CK 21. Date Issued O� U3 22. Expiration Date: 611" Q5> G 23 Surety: t es Mike Crump, Director of Public Works By: •• Note: 1t permits are taxed to any number besides (530) 5384356, they can be delayed up to onepleek. Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Pennittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any daim of such liabifity is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shag not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shag conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of Caffomia, Transportation Department., Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear all costs and responsibility for compaction tests. C. The relative ooml action from a plane five feet (51 below the finish surface grade to said finish surface grad shag be no less than ninety-five percent (95%) as detemtined by the above testing method. Permittee shag bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shag be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compared to a relative compaction of not less than 90%. Any pavement cutting shag be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right-of-way fine as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. Ag pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facTities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon badkfilgng or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather pernitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2) of asphalt concrete over eight inches (fr) of aggregate base, a000rding to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, fights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 REQUEST FOR ADDRESS VERIFICATION DATE:-V--�WA ALP# Oro OWNER'S NAME OWNER'S PHONE # OWNER'S MAILING ADDRESS PRESENT ADDRESS OF BUILDING S" 2. 3. ASSIGNED ADDRESS 2. 4. VERIFICATION SENT I O.R- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner-buildee' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your 'earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. or labor and materials for construction of the proposed I personally plan to provide the '9 property YES ;�10 11 L2. VE OT 0 signed an application for a building permit for the proposed work. 3. Q have contracted with the following person (fum) to provide the proposed construction: ADDip"SS: PHONE: CO R'S LICENSE NO. 0 'S L 4. 1 plan to provide porti�ons or!k�,but I have hired the following person to coordinate, rtl supervise, and provide the Jor rk: NAMEE: ADDRESS�-.:,�--� CITY: PHON19: CONTRACTOR CENSE NO. NSE NO will provide some of the work but I have contracted (hired e following persons to provide the work indicated: NAME ADDRESS PHONE E 6F WORK SIGNED: PROPERTYOWNER: S D A LUI 30 03� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This veriftwation must he completed and returned to our office before we arepermitted to issue thepermit. �10 O.Be-] I . OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propirty improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other thari yourself� you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: + Ifyou employ or otherwise engage any persons other than your. immediate family, and the work (including materials and other costs) is'$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. + If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. + There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. + For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Adminis1rztion). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirni that you are aware of these matters. The building permit will not be issued until the verification is returned. Trely, C Mc I C. Vidira; C.B.O. 4i= �B M er, Building Inspection NOTE. 71 is Owner -Builder Information is required by Secdon 19830 of th e California Health and Safety Code. OVER MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte March 20, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Hart Lane/Dan Hill Const. I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the,required bearing area was supplied, that the loads from the trusses were adequately transmitted to the foundations, and that the trusses could accommodate the required drag loads Thank you for your patience and consideration. Yours, Y5 MICHAEL MOONEY 5A MADRONE AVE. - CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05' 530-533-2131/FX 534-0902 Job Number 102-09-228 Client Name Hart Lane/Dan Hill Con'st. APN Analysis 2001 CBC Dead Loads Live Loads Roof Tile roof 12 psf V2" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 V2" Gyp. Bd.' 2;5 21 psf Wall Stucco 10.0. Plywood 1.3 Framing 1.5 1/2" Gyp bd 2.5 Insulat. .1.0 17 psf Floor Plywood 3.0 Framing 2.0 Insulation 1.0 Gypsum bd. 2.5 10 psf Wind Loads P = Ce Cq q I where Exposure B C, = 0.62 @ 15 feet Cq 0.3 in 0.9 out windward roof 0 * '67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0. 8 in windward waU 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V 2.5 Ca I W / 1.4 R C,, 0.36, 1 = 1, R = 5.5 4.5 Soil Bearing 1500 pounds per square foot Fric tion = 0.35 Lateral Bearing = 250 psf ft. March 20, 2003 40 psf q 14.5 psf @ 75mph J I C) z. LLAZ44 LONGFELLOW LUMBER CO., INC. 1 89 Loren Avenue I Chico CA 95928 clephone: (530) 893-0112 ax: (530) 893-0140 Name: Address: HART LANE City: OROVILLE State: CA Phone: HART0225 scale I Daie: 2/25/03 1 Drawn Bv: GDA 3/5. CK) 2,77 4-lz A qUI t 193 �ID Our 1,-(,o cc �2-Pl 0 L A- �A U - Ilk 2 cvs 0�1- a84 -LL Cdc (2- 0 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-�0-05--. 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/20/03, Page GENERAL TIMBER BEAM DESIGN BRAN DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span 17.50 ft Beam Width 3.125 -in - Elastic Modulus 1800000 psi Left Cantilever 0.00 ft Beam Depth 12.00 in Beam Density 35.0 pcf Right Cantilever 0.00 ft Lamination Thickness 1.50 in Load Duration Factor 1.25 UNBRACHD LENGTHS Fb - Bending 2400 psi Beam Wt. is Added to Loads Le Center Span 2.00 ft Pv - Shear 190 psi End Shear Calc1d at Support Le Left Cant. 0.00 ft Fc - Bearing. 650 psi Le Right Cant. 0.00 ft APPLIED LOADS Point Load: DL = 87.0 # LL = 64.0 at 2.50 ft Point Load: DL = 193.0 # LL = 140.0 at 4.50 ft Point Load: DL = 193.0 LL = 140.0 at 6.50 ft Point Load: DL = 193.0 LL = 140.0 at 8.50 ft Point Load: DL = 193.0 # Lb = 140.0 at 10.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 12.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 14.50 ft Point Load: DL = 193.0 # LL = 140.0 # at 16.50 ft SUMMARY USING 3.125 x 12.000 Beam, Bending = 34.49%, Shear 25.261 Max. Pos Mom @ 8.54 ft 6.47 k -ft Shear: Max. @ Left 1 14 k Reactions ... DL maximum Max. Neg Mom @ 17.50 ft 0.00 k -ft .... used for dsqn 1.71 k Left 0.69 k 1.14 k Max @ Left 0.00 k -ft .... Area Re9ld 7.21 in2 Right 0.90 k 1.50 k Max @ Right 0.00 k -ft Max. @ Right 1.50 k Max. Allow Moment 18.75 k -ft .... used for dsgn 2.25 k Deflections ... fb Max. Actual 1034.7 psi ....Area Re d 9.47 in2 Center -0.26 in -0.43 in Pb Allowable 3000.0 psi fv Max. Actua?' 60.00 psi .... Dist 8.82 ft 8.820 ft Jv Allowable 237.5 psi ... L/Defl 803 484 Ck .811(E/Fb)'.5 19.87 Left 0.00 in 0.000 in Cs (LeD/B^2)^.5 7.92 Bearing Req'd @ Left 0.56 in ... L/Defl 0 0 Cv per UBC 2.312.4.5 1.00 Bearing Req'd @ Right 0.74 in Right 0.00 in 0.000 in ... L/Defl 0 0 647 Mmax- 6.47f( -k 0 8.S4 ft -0.00 Mmin 0.00 ft -k 0 1 7.50 ft 1.14 VMaX IA4kipaO 0.00ft Vmin- -1.50kip-P 17.50ft 0- - 0.00'ino 0.001t D.fn . -0.431ne 8.82ft 0.00 -0.43 ft 0.0 2.9 S.8 8.8 11.7 14.6 1".. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/20/03 I I IV I �L.I I �J%_j Ili I LX I lj� I I L -I I �L_lj I %.J I I Page.. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 DESIGN DATA 1 — Titer Section 6X12 .... D� th in 11.50 .... Wi�th in 5.50 Le: Unsupp ft 2.00 Fb- Allow psi 900.00 Pv- Allow 85.00 Elastic Mod. �si si 1600.00 Load Duration Factor 1.25 Stress Ratio ->> 0.46 CUM SPAN — -OK- Span Length ft 6.00 Point DL # -802.00 LL # 584.00 X -Dist ft 1.00 Point DL # 802.00 LL # 584.00 X -Dist ft 3.00 Point DL # 802.00 LL # 584.00 X -Dist ft 5.00 RESULTS Mm @ Cntr k -in 41.58 X -Dist ft 3.00 RRACTIONS Left: Dead Load # 1203.00 Live Load 876.00 Right: Dead Load 1203.00 Live Load. # 876.00 STRESSES — -OK- Fb.. Allow psi 1125.0 Pb.. Actual psi 343.0 Fv.. Allow psi 106.25 Fv.. Actual psi 49.30 DEFLECFIONS Center... Dead Load in -0.011 X -Dist ft 3.00 DL Ratio 6560 Live Load in -0.008 X -Dist ft 3.00 LL Ratio 9009 Total Defl in -0.019 X -Dist ft 3.,00 Ratio 3796 Page.. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 LONGFELLOW LUMBER -COO INCO Quality Truss'Design Roof & Floor' Systems (800)'678-0112 - (530) 893-0112 * FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 L) t-� K) LL - Customer: Address: AP# Job No- /—,qNze , Mitek Industries, Inc. Redong(Ray)Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products hispection, hic. P.O. Box 20455 Portland, OR 97220 (503) 254 -0204 ... .. . ...... MENOMONIE lilt g1l im Elm= IN LONGFELLOW LUMBER CO., INC. Chico CA 95928 Telephone: (530) 893-0112 Fax: (530) 893-0140 Name: Address: HART LANE City: OROVILLE State: CA Phone: HART0225 Drawn By: GDA OLMLOOKER I lx4 WK BRACE AT BRACE MB43M LON5ER THAN 120 ATTACH AT MIDPOINT OF BRACE IN 2-bd NAILS GABLE END STLV 2x4 HF STRONSBACK (NAIL TO LIWER W 10d 0 12" OL) — 2x4 HF LEXAR NAIL TO VERTICAL W [Od NAILS) Z CIL- . - A35 BRACE TO FLAT 2x4 H-3 AT 46* O.C. R NOTE: TH15 DETAL MAY BE USW FOR TnSSES NTH PITC11m BL. ALSO. (0) OPTION TO K33 PLATINr7: L5E 0),- 2' KRE STAPLES (0072 VIA.A5 r7A) TOENAILEV THR) CHORD INTO K33 I THFW K5 INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) 1 (H) Kr2T BE PLATED. D AR lam Rm c A 2x4 BLOCK 3-10d ULS EACH END 6-10d COMMON 2x6 DIA60WL NAILS SPACE a 48'O.C. MAX LHBRACW LEN&TH OF &ABLE EW 57UD. .(2x4 FIR -LARCH) - STAJWARD V-11" - 01 AND 57, I -q* TRLGGES IW" "e4�, ror Tc, OL 15D PSIC NOTE: &ABLE END DES16H BA5W Br. OL PSF 50 LL 0.0 ON 15 WH KNP, EXPOW;tE 13* TOTI.D. 50D P5F AT 0-25 FEET MEAN WIc7HT. VLRFAC. U5 rrM of JOB DETAIL - I I Date: lo -,,b -o:2 n Gary Hawkins JOE3 NAME Lowuff-LLopq Drcwn: AK ARCHITECT (530)892-2700 011Y, 5TATE CHICO, CALIFORNIA Job no.: 02-116 1370 RIDGEWOOD DR.. STE. 10 FAx:(530)893-0532 I U CHICO. CA 95973 9CIrYOrCh0Sbcgl0baInef PAGE I OF ALI:-- �TEAAL..aP-A(e hrT-AL_.jS VAL;b f0it REPLAC*WG CO�Fj- [,L(LACES AT Y2 OP- AT 1'/-, Yon FL U t: b P. t� J L >< ><I ,IkC� WITP . e7 r-? & " - lop G 671, 0. &- TTP.' (1�46, HhA. r K (:40 11 o cr.- Rc---pJACJ4� Vz OP, qoTl�-, --pi'NT-6 DqA<I--. . f,'7 X A H U �b T E> E: b 0 Q/,, T14E: LE:H&TI4 OF. VETAIL lb TO L'�E: (.PbW Aib AN L.T. POR ONF�- &OHTINLJOLJf7 LATr--XAl. erXA&E:. 12 NOTE: 2X3,2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR. 2 7 -2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEENOTESELOW)* RE:t�TPLANT RE:CLUIPLEV AT �-A&- afqV OP VP -A&E: AHV AT 20'-0" XE:ns- TO 't7LJHHAFZ.Y b�4E:�T F-OFL Fz-�,&OHH�NVATIONiE OP T14a TF?-lJe)tP FLATe ltqt;TLJTE Rr55TF-*f0r t,,f,4y DF- PKcm MV I�Y7W- tj 4 PR4fP- 4r pvcf � PrA PH I 6K ?17 IRLEV Q t9c C C-:-. MITF-�-- -rH- Sr -A ?,q '1,f /,,Y ie E -rfl— Cl� Z4 A6 ,W,-.cNq �feMJ�C-K MILAN W 0 MiTek 0 May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek lndus�r;!-as, inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length I carrying the load. Attached with 10d nails at 12" o.c. These rules bnly apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span 'of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincere�y, '0 FESSIO 7we Redo ng Director Ixf, Western Operations 14 RY/ek SIC— PBO5 MITek Industries. Inc.: Pago 1 of 1 PIGGYBACK TRUSS CONNECTION DETAIL THIS CONNECTION DETAIL SHALL'ONLY APPLY TO PIGGYBACK SPANS - 16' PIGGYBACK TRUSS ROOF SHEATHING TO BE ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2 - led NAILS TOENAILED. - MAXIMUM PURLIN SPACING = 24" 0. '-L D>.CE - OR THE MAXIMUM ALLOWED ON THE - T TOP CHORD OF THE BASE TRUSS P CONTINUOUS OVER JOINT. /1 TASED ON DESIGN REQUIREMENTS. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2 - lad NAILS. NOTE: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. BASE TRUSS GENERAL NO 'IH: (1) ALL NAILS SHALL BE COMMON WIRE NAILS OR EQUIVALENT. (2) TEMPORARY BRACING FOR ERECTION SHALL BE THE RESPONSIBILITY OF QUALIFIED BUILDING DESIGNER. (3) TRUSS ENGINEERING FOR BASE TRUSS AND PIGGYBACK TRUSS SHALL BE REVIEWED TOGETHER WITH THIS DETAIL. (4) THIS DETAIL CONSIDERS CONNECTIONS FOR GRAVITY LOAD ONLY ANY REQUIREMENTS FOR WIND, SEISMIC, UPLIFTING OR LATERAL FORCE SHALL BE DESIGNED BY QUALIFIED BUILDING -DESIGNER. VVARNING - Verify design paraineters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Do?Ign valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual buqdlng component to be Inge,,dang1;;dod.vert1cally. Applicability of design parameters and proper Incorporation of c IV 'n r '. — 911WO-11 'gn r – 1101 IF— BracIng shown Is for lateral support of Individual w ab members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the ere6tor. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection, and bracing, consult OST -88 Ouailly Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 503 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could 'Cause Property r#-1 N, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 14' C2 C3 3. Place face J5 0 M: plates on each of truss at each joint and embed fully. Avoid knots and wane at joint locations. = U 3: 0 U 3: 4. Unless otherwise noted, locate chord splices n- o at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. C8 C7 C6 BOTTOM CHORDS plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire.retarclant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. .M.T.Y. 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 @ 1993 MiTek@ Holdings, Inc. O"Ift CK) MiTek", MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: HART0225 -Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber Pages or sheets covered by this seal: R8560722 thru R8560732 My license renewal date for the state of Califomia is June 30, 2005. qk�-O Efto YV A C 17�180 r% EXP. 06/30/05 CIVIk_ OFCAO� February 26,2003 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-I 995 Sec. 2. Job russ Truss Type Qty Ply 0,9-12 8-10-0 5.2-8 8-1D-0 9-9-12 Plate Offsets MY): [1:0-8-4,0-0-61, 110:0-8-4,0-0-61 ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches R8560722 HART0225 At DROP TC HIP 6 1 DEFL in POO I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 (optional) Longfellow LUmoer to., Inc., %-nico, ;-a. =njLt5-/4j,+ 4.zu 1 z)m I s uct I / zuuz rvii I eK inaustries, Inc. vveo reo zo uz%:,+u: I o zuuj rage I 6-8-10 1 12-10-13 19-1-0 23-5.0 29-7-3 35-9-6 42-6-0 6-8-10 6-2-3 6-2-3 4-4-0 6-2-3 6-2-3 6-8-10 5X8 \\ Scale = 1:84.6 6. 0 0 Ff2— 5x6 5 6 3x8 = 16 15 14 13 12 11 3x8 3x4 3x6 = 3x4 3x8 = 3x6 3x4 on Cl) REACTIONS (lb/size) 1 = 159810-5-8, 1 O= 1598/Mechanical Max Horz 1 =-84(foad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2870, 2-3=-2603, 3-4=-2603, 4-5=-1984, 5-6=-1785, 6-7=-1984, 7-8=-2603, 8-9=-2603, 9-10=-2870 BOT CHORD 1-16 = 2542, 15-16 = 2160, 14-15 = 2160, 13-14 = 1785, 12-13 = 2160, 11-12 = 2160, 10- 11 = 2542 WEBS 5-14=512, 6-13=512, 2-16=-310, 4-16=391, 4-14=-553, 5-13=0, 7-13=-553, 7-11 =391 1 9-11 =-310 NOTES 9-9-12 18-7-12 23-104 32-84 42.&0 .2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, 0,9-12 8-10-0 5.2-8 8-1D-0 9-9-12 Plate Offsets MY): [1:0-8-4,0-0-61, 110:0-8-4,0-0-61 ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches LOADING (psf) SPACING 2-0-0 CS1 DEFL in POO I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.58 Vert(I-L) -0.22 14-16 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.49 14-16 >999 '6'OF CA%-V� BCILL 0.0 Rep Stress Incr YES WEI 0.30 Horz(TL) 0.13 10 n/a BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 240 Weight: 214 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 3-3-7 oc purlins, except BOT CHORD 2 X 4 DF No.1-G 2-0-0 oc purlins (4-4-5 max.): 5-6. WEBS 2 X 4 OF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS (lb/size) 1 = 159810-5-8, 1 O= 1598/Mechanical Max Horz 1 =-84(foad case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2870, 2-3=-2603, 3-4=-2603, 4-5=-1984, 5-6=-1785, 6-7=-1984, 7-8=-2603, 8-9=-2603, 9-10=-2870 BOT CHORD 1-16 = 2542, 15-16 = 2160, 14-15 = 2160, 13-14 = 1785, 12-13 = 2160, 11-12 = 2160, 10- 11 = 2542 WEBS 5-14=512, 6-13=512, 2-16=-310, 4-16=391, 4-14=-553, 5-13=0, 7-13=-553, 7-11 =391 1 9-11 =-310 NOTES 1) This truss has been checked for unbalanced loading conditions. .2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads ()F ES�/ per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) This truss has been designed with ANSI[TPI 1-1995 criteria. 8) Design 4x2 (flat indicated, fastened TC 2-1 Od assumes orientation) purlins at oc spacing to truss w/ nails. C 17180 LOAD CASE(S) Standard EXP. 06/30/05 N civit- �d� '6'OF CA%-V� February 26,2003 OL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE )esIgn valid foruseonlyvAth MiTek connectors. This design is based only upon parameters shom, and is for an individual building component to be ristalled and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss Jesigner. Bracing shovat is for lateral support of individual web members only. Additional temporary bracing to insure stability dudng construction is the esponsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance egarding fabdcation, quality control. storage. delivery, erection and bracing, consult OST -88 Quality Standard. DSB-89 Bracing Specification, and HIB -91 landling Installing and Bracing Recommendation available train Truss Plate Institute, 583 D'Onafrio Drive. Madison, WI 53719 MiTek." Job russ Trus Type Qty � Ply LOADING (psf) SPACING 2-0-0 CS1 DEFIL R8560723 HART0225 AlA DROP TC HIP 1 1 TC 0.48 Vert(LL) -0.30 14-16 > 999 M1120 220/195 TCDL (optional) Longfellow LUmDer Lo., Inc., Lruco, t -a. +.ZV I zm I s vct I / LvvL Fvii I eK inousiries, inc. VVeO reD 40 VU:'+V: 10 zvv,3 rage i 011 C> 3x6 = 6-8-10 12-10-13 19-1.0 23-5-0 29-7- 6-8-10 6-2-3 S-2-3 44-0 6-2-3 5x8 \\ 6.00 Ff2- 5x6 5 6 35-9-6 42- 6-2-3 6-8-10 Scale = 1:84.6 C11 7 0 C> 16 15 14 13 12 11 3x6 3x4 3x6 = 3x4 3x8 = 3x6 3x4 REACTIONS (lb/size) 1 = 102/0-3-8, 16= 1857/0-5-8, 10= 1248/0-3-8 Max Horz 1 =-84(load case 3) Max Uplift 1 = - 11 (load case 7) Max Grav 1 = 161 (load case 6), 16= 1857(load case 1), 10= 1248(load case 1) FORCES 11b) - First Load Case Only TOP CHORD 1-2=339, 2-3=507, 3-4=507, 4-5=-986, 5-6=-1090, 6-7=-1209, 7-8=-1856, 8-9=-1856, 9-10=-2133 BOT CHORD 1-16=-301, 15-16=557, 14-15=557, 13-14=896, 12-13=1481, 11-12=1481, 10-11=1894 WEBS 5-14=-269, 6-13=181, 2-16=-358, 4-16=-1728, 4-14=506, 5-13=405, 7-13=-586, 7-11 =415, 9-11 =-339 NOTES B-2-12 8-242 18-7-12 10-5.0 23-10-4 5-2-8 32-8-4 42-" 8-10-0 -9-9-12 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.30 14-16 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.53 14-16 > 766 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 10 n/a BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 240 Weight: 214 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 3-11-1 oc purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 oc purlins (5-7-10 max.): 5-6. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 1 Q. -O -O oc bracing, Except: 6-0-0 oc bracing: 1-16. WEBS 1 Row at midpt 5-14, 4-16, 7-13 REACTIONS (lb/size) 1 = 102/0-3-8, 16= 1857/0-5-8, 10= 1248/0-3-8 Max Horz 1 =-84(load case 3) Max Uplift 1 = - 11 (load case 7) Max Grav 1 = 161 (load case 6), 16= 1857(load case 1), 10= 1248(load case 1) FORCES 11b) - First Load Case Only TOP CHORD 1-2=339, 2-3=507, 3-4=507, 4-5=-986, 5-6=-1090, 6-7=-1209, 7-8=-1856, 8-9=-1856, 9-10=-2133 BOT CHORD 1-16=-301, 15-16=557, 14-15=557, 13-14=896, 12-13=1481, 11-12=1481, 10-11=1894 WEBS 5-14=-269, 6-13=181, 2-16=-358, 4-16=-1728, 4-14=506, 5-13=405, 7-13=-586, 7-11 =415, 9-11 =-339 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chard dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 qp,0FESS/ G 3) Provide adequate drainage to prevent water ponding. -A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. M 6) This truss has been designed with ANSI1TPI 1-1995 criteria. C 17180 T 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 'EXP. 06/30/05 LOAD CASE(S) Standard civik- OFCAO� February.26 2003 & Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 13EFORE USE IIIIIIIII Design valid for use only ith MiTelt connectors. This design is based only upon parameters shown, and is for an individual building component to be (9) Inst lied and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss das�ner. Bracing sho,rn Is for lateral support of individual �b members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult OST -88 Cluality Standard, DSB-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719 MiTeW` Job Truss Trus Type ty Ply 8-&12 9-11-0 5.2-8 8-10-0 9.9-12 LOADING R8560724 HART0225 AlB DROP TC HIP 5 1 in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 (optional) I-Ony)VI10W LUITIUM �O., Inc., knicu, %-a. Uz)Vz0-/4j% 4.zV 1 Z)h 1 5 UCT I I ZVVZ Mi I eK inousiries, Inc. vveo reo zo vzo:-fv: i / zuv,3 r -age I 6-8-10 12-10-13 19-11-0 23-5-0 6-8-10 &2-3 6-2-3 44-0 5x8 \\ 6. 0 0 FfT 5x6 5 6 . 29-7.3 35-9-6 42-6.0 44-&( 6-2-3 6-2-3 6.8-10 2-0-0 17 16 15 14 13 12 JX0 3X4 3X6 = 3X4 3X8 = 3X6 3x4 Scale = 1:86.5 a) V REACTIONS (14/size) 1 = 111 /Mechanical, 17 = 187410-5-8, 1 0= 1356/0-3-8 Max Horz 1 =-133(load case 3) Max Uplift 1 = -8(load case 7), 10 = -1 0(load case 5) Max Grav 1 = 1 72(load case 6), 17= 1874(load case 1), 10= 1356(load case 1) FORCES 11b) - First Load Case Only TOP CHORD 1-2 =327, 2-3= 537, 3-4 = 537, 4-5 =-914, 5-6=-1040, 6-7 =-1 152, 7-8 =-1 800, 8-9 =-1 800, 9-10 = -2077, 10-11 = 27 BOT CHORD 1-17=-291, 16-17=444, 15-16=444, 14-15=831, 13-14=1431, 12-13=1431, 10- 12 = 1845 WEBS 5-15=-326, 6-14=157, 2-17=-360, 4-17=-1711, 4-15=576, 5-14=434, 7-14=-587, 7-12 = 416, 9-12 = -340 NOTES 1 ) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber" members. 6) Refer to girder(s) for truss to. truss connections. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Design assumes 4x2 [flat orientation) purlins at oc spacing indicated, fastened to truss TC wl 2-10d nails. LOAD CASE(S) Standard February 26,2003 aL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10111-7473 BEFORE USE Design valid foruse onty.ith MiTek connectors. This design Is based only upon parameters shown. and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters, and proper incorporation of component is responsibility of building designer - not truss designer. Bracing she— is far lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality conhol. storage, delivery, erection and bracing. consult OST -88 Quality Standard. DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recornmendation available from Truss Plate Institute. 583 WOnoldo Drive. Madison. WI M719 MiTeW" 8-8-12 18-7-12 23-104 32-8-4 42-6-0 8-&12 9-11-0 5.2-8 8-10-0 9.9-12 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.25 15-17 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.44 15-17 >911 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.05 10 n/a BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 240 Weight: 217 lb LUMBER BRACING TOPCHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 3-11-13 oc purlins, except BOT CHORD 2 X 4 OF No.1-.G 2-0-0 oc puffins (5-9-4 max.): 5-6. WEBS 2 X 4 OF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1- 17. WEBS 1 Row at midpt 5-15, 4-17, 7-14 REACTIONS (14/size) 1 = 111 /Mechanical, 17 = 187410-5-8, 1 0= 1356/0-3-8 Max Horz 1 =-133(load case 3) Max Uplift 1 = -8(load case 7), 10 = -1 0(load case 5) Max Grav 1 = 1 72(load case 6), 17= 1874(load case 1), 10= 1356(load case 1) FORCES 11b) - First Load Case Only TOP CHORD 1-2 =327, 2-3= 537, 3-4 = 537, 4-5 =-914, 5-6=-1040, 6-7 =-1 152, 7-8 =-1 800, 8-9 =-1 800, 9-10 = -2077, 10-11 = 27 BOT CHORD 1-17=-291, 16-17=444, 15-16=444, 14-15=831, 13-14=1431, 12-13=1431, 10- 12 = 1845 WEBS 5-15=-326, 6-14=157, 2-17=-360, 4-17=-1711, 4-15=576, 5-14=434, 7-14=-587, 7-12 = 416, 9-12 = -340 NOTES 1 ) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber" members. 6) Refer to girder(s) for truss to. truss connections. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Design assumes 4x2 [flat orientation) purlins at oc spacing indicated, fastened to truss TC wl 2-10d nails. LOAD CASE(S) Standard February 26,2003 aL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10111-7473 BEFORE USE Design valid foruse onty.ith MiTek connectors. This design Is based only upon parameters shown. and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters, and proper incorporation of component is responsibility of building designer - not truss designer. Bracing she— is far lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality conhol. storage, delivery, erection and bracing. consult OST -88 Quality Standard. DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recornmendation available from Truss Plate Institute. 583 WOnoldo Drive. Madison. WI M719 MiTeW" Job Truss Truss Type Qty Ply DEFIL in Voc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 R8560725 HART0225 A2 CAL HIP VAULT 2 11 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.35 17-18 > 878 I 0.0 (optional) Longfellow Lumber L;o., Inc., UhICO, Ca. UbUZU-/444 4.ZU1 til'i'l s Uct I / ZUUZ Mi lek Industries, Inc. Wea FeD Zb UU:4U:l b ZUUJ Page I -2-8-0 6.7-8 13-84 1 18-9-8 1 21-3-0 27.7-12 1 34-" 38-0-0 42-6-0 44-6-0 2-8-0 6-7-8 7-0-12 5-14 2-5-8 r,4-12 6-4-12 3.11.8 4-641 2-041 6. 0 0 F127 5x8 5x6 - 6 3x4 23 22 21 J.UU I 1z 16 15 1.5x4 3x8 2X4 11 2X4 11 3x4 5x12 13-8-4 18-9.8 26-5-0 34-0-8 42-&0 8-8-12 4-11-8 5-14 7-7-8 7-7-8 8-5-8 Scale = 1:88.2 '6 0, LOADING (psf) SPACING 2-0-0 CS1 DEFIL in Voc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.20 17-18 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.35 17-18 > 878 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 13 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 240 Weight: 243 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 5-11-1 oc purlins, except BOT CHORD 2 X 4 DF No.1 -G 2-0-0 oc purlins (6-0-0 max.): 6-7. WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 5-7-12 oc bracing. Except: 1 Row at midpt 6-20 REACTIONS (lb/size) 2 = 392/0-5-8, 16 = 1386/0-5-8, 13 = 333/0-5-8, 23 = 1402/0-5-8 Max Horz 2 = 11 Ofload case 4) Max Uplift 2=-1 17(load case 5), 13=-99(load case 3) Max Grav 2=421 (load case 6), 16= 1386(load case 1), 1 3=345(load case 7), 23= 1402(load case 1) FORCES (1b) - First Load Case Only TOP CHORD 1-2 =37, 2-3 = 240, 3-4=-476, 4-5 = -476, 5-6=-767, 7-8 =-921, 8-9 =-I 153, 9-10=464, 10-11 =464, 11-12 =464, 12-13 =-68, 13-14= 27, 6-7 =-840 SOT CHORD 2-23= -213, 22-23 =-213, 21-22 =-O, 20-21 =35, 6-20 =-I 53, 19-20= 714, 18-19 = 1064, 17-18=694, 16-17=-1359, 11-17=-237, 15-16=0, 13-15=60 WEBS 3-23 = -1308, 3-22 = 854, 5-22 = -682, 20-22 = 464, 5-20 = 372, 6-19 220, 7-19 = 134, 8-19 = -402, 9-18 = 411, 12-17 = -477, 12-15 = 25, 8-18 = 294, 9-17 = 1595, 15-17 = 68 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the -green lumber members. 6) This truss has ' been designed with ANSI/TPI. 1 - 1995 criteria, 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Cd nails. LOAD CASE(S) Standard 09�OF ESSIO-AS C 17180 EXP. 06/30/05�� _' �212_ ��41-OFCAI_\�� February 26,2003 & warning -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is rasponsiblilty of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabdcation. quality control. storage. delivery. erection and bracing. consult OST -88 Quality Standard. DSB-89 Bracing Specification, and 1-115-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofdo Drive, Madison, WI 53719 MiTek'�-' Job Truss Trus Type City Ply in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 R8560726 HART0225 A2A CAL HIP VAULT 1 1 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.35 16-17 > 907 6) This truss has been designed with ANSIITPI 1-1995 criteria. (optional) Longfellow Lumber Co., Inc., Chico, Ca. UbVZt3-/4J4 0 axo = 6-7-8 13-84 6-7-8 7-0-12 6.00 FT2- 4.ZU1 5H1 s Uct I / ZUUZ Milek Inaustries, Inc. VVea t-eD Ztj U!J:4U:1tf ZUUJ I -age I 18-0-8 21-3-0 27-7-12 5-14 2-5-8 64-12 5x8 = 5x6 z�- 5 6 3x4 -- 34-0-8 ?4:4 42-6-0 44-64 6-4-12 1-4-0 7.1.8 2-M Scale = 1:87.5 22 21 20 3.00 F1-2- 15 14 1.5x4 3x8 2x4 2X4 11 3x4 8-8-12 13-8-4 18-9-8 26-5-0 34-0-8 841-12 4-11-8 5-1-4 7-7-8 7-7-8 ��A 42-&0 14-0 7-1-8 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.20 16-17 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.35 16-17 > 907 6) This truss has been designed with ANSIITPI 1-1995 criteria. BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TLI 0.06 14 n/a Standard BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 240 Weight: 236 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 5-9-3 oc purling, except BOT CHORD 2 X 4 DF No.1-G 2-0-0 oc purlins (6-0-0 max.): 5-6. WEBS 2 X 4 OF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-22,21-22,12-14. 1 Row at midpt 5-19 REACTIONS ilb/size) 1 =202/0-5-8, 12=151/0-5-8, 22=1431/0-5-8, 14=154910-5-8 Max Horz 1 =-1 33(load case 3) Max Uplift 1 =-28(load case 5), 12=-1 19(load case 3) Max Grav 1 = 234(load case 6), 12 = 173(load case 7), 22 = 1431 (load case 1), 14 = 1 549(load case 1) FORCES 11b) - First Load Case Only TOP CHORD 1-2 = 264i 2-3 =-475, 3-4=-475, 4-5 =-781, 6-7 =-955, 7-8 = -1215, 8-9 = 274, 9-10 = 274, 10-11 = 274, 11-12 = 537, 12-13 = 27, 5-6 = -870 BOT CHORD 1-22 = -234, 21-22 =-234, 20-21 =-O, 19-20= 35, 5-19 =-I 69, 18-19 = 727, 17-18 = 1121, 16-17=792, 15-16=8, 10-16=-156, 14-15=0, 12-14=-476 WEBS 2-22=-1337, 2-21 =882, 4-21 =-700, 19-21=463, 4-19=390, 5-18=247, 6-18=148, 7-18=-454, B-17=364, 11-16=388, 11-14=-689, 7-17=354, B-16=-1485, 14-16=-934 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, FE 0 SS/ using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C A A ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If'porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. M 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads C 1-7180 T per Table No. 16-13, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. EXP 06/30/05 6) This truss has been designed with ANSIITPI 1-1995 criteria. 7) Design assumes 4x2 (flat orientation) purling at oc spacing indicated, fastened to truss TC w/ 2-10d nails. CIVIL OFCAL)� Standard February 26,2003 k Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE )esign valid for use onlyvAth Mirek connectors. This design is based only upon pararnelers shi:nvn. and is for an Individual building component to be nstalled and loaded vertically. Applicability of design paramenters and proper incorporalion of component Is responsibility of building designer - not buss lesigner. Bracing sho%vn is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the esponsibillity, of the erector. Additional pemanent bracing of the overall structure is the responsibility of the building designer. For general guidance egartfingfabrication, qualitycontrol. storage. delivery, erection and bracing, consult QST -8B Quality Standard, DSB-89 Bracing Specification. and HIB -91 -landling Installinfland Bracing Recormnandation avallablefrornTruss Plate Institute, 583 DOnofrio Drive, Madison, WI n719 MiTek.�: Job Truss Trus Type Oty Ply 26-5-0 34-0-8 37-" 42-6-0 R8560727 HART0225 A2B CAL HIP VAULT 1 1 7-7-8 3-4-0 5-" Plate Offsets (X,Y): 15:0-4-0,0-1-41 (optional) Longfellow LUMDer Lo., inc., Lnico, La. tPntPzts-/4j4 4.ZU 1 zm i s uct i / zvu.4 rvii i eK inousiries, inc. vveo reo zo vzi:,+v:zu zuva rage i 3xo = 6-7-8 13-84 IS -9-8 27-7-12 34-0-8 3741-8 42-&0 .44-6-0 6-7-8 7-0-12 5-14 2-5-8 6.4-12 6-4-12 3-4-0 5." 2-0-0 6.00 rT2— 5x8 5x6 -z�- Scale = 1:87.5 5 3x4 22 21 20 3.00 Ff2— 15 14 Jx0 1.5X4 3x8 2X4 11 2x4 11 3x4 C"! U . ? LUMBER BRACING TOPCHORD 2 X 4 DF No.1-G TOPCHORD BOT CHORD 2 X 4 DF No.1-G WEBS 2 X 4 DF Std -G BOT CHORD REACTIONS (lb/size) I = 141/0-5-8, 12 = -176/0-5-8, 22 = 1562/0-5-8, 14 = 1807/0-5-8 Max Horz 1 = - 1 33(load case 3) Max Uplift 1 = -33(load case 5), 12 1 96(load case 2) Max Grav I = 190(load case 6), 22 1562fload case 1), 14 = 1807(load case 1) Sheathed or 5-4-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-22,21-22,12-14. 1 Row at midpt 5-19 FORCES (lb) - First Load Case Only TOPCHORD 1-2=396, 2-3=-448, 3-4=-448, 4-5=-809,6-7=-1055, 7-8=-1409, 8-9=-374, 9-10=-374, 10-11 =-374, 11-12=1067, 12-13=27, 5-6=-961 BOT CHORD 1-22=-351, 21-22 =-3511 20-21 =0, 19-20= 35, 5-19 =-233, 18-19 = 755, 17-18 = 1300, 16-17=1117, 15-16=22, 10-16=-218, 14-15=0, 12-14=-942 WEBS 2-22=-1468, 2-21=1006,4-21=-772, 19-21=437,4-19=459, 5-18=347, 6-18=188, 7-18=-628, 8-17=202, 11-16=1299, 11-14=-1158,7-17=554, 8-16=-1099, 14-16 = -1113 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 Ift above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, ()F ESs/ on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches A exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads -7— r per Table No. 16-B;'UBC-97. C 17180 n, 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSIfTPI 1-1995 criteria. EXP. 06/30/05 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. CIVII.- Standard OF C AU� February 26,2003 I& Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE Design valid foruse onlywiLh MrrBk connectors. This design is based only upon parameters shom, and is for an Individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss MAN designer. Bracing shon is for lateral support of individual mb members only. Additional temporary bracing to insure stability during construction is the res ponsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST -88 Quality Standard. OSB -89 Bnacing Specification, and HIB -91 Handing installing and Bracing Recoatmendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek':-,- 8-8-12 13-8-4 18-9-8 26-5-0 34-0-8 37-" 42-6-0 84-12 4-1 5-14 7-7-8 7-7-8 3-4-0 5-" Plate Offsets (X,Y): 15:0-4-0,0-1-41 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.62 VertILL) -0.20 16-17 > 999 M1120 220/195 TCDL 15.0' Lumber Increase 1.25 BC 0.60 Vert(TL) -0.38 16-17 > 908 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.08 14 n/a BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 240 Weight: 238 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1-G TOPCHORD BOT CHORD 2 X 4 DF No.1-G WEBS 2 X 4 DF Std -G BOT CHORD REACTIONS (lb/size) I = 141/0-5-8, 12 = -176/0-5-8, 22 = 1562/0-5-8, 14 = 1807/0-5-8 Max Horz 1 = - 1 33(load case 3) Max Uplift 1 = -33(load case 5), 12 1 96(load case 2) Max Grav I = 190(load case 6), 22 1562fload case 1), 14 = 1807(load case 1) Sheathed or 5-4-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-22,21-22,12-14. 1 Row at midpt 5-19 FORCES (lb) - First Load Case Only TOPCHORD 1-2=396, 2-3=-448, 3-4=-448, 4-5=-809,6-7=-1055, 7-8=-1409, 8-9=-374, 9-10=-374, 10-11 =-374, 11-12=1067, 12-13=27, 5-6=-961 BOT CHORD 1-22=-351, 21-22 =-3511 20-21 =0, 19-20= 35, 5-19 =-233, 18-19 = 755, 17-18 = 1300, 16-17=1117, 15-16=22, 10-16=-218, 14-15=0, 12-14=-942 WEBS 2-22=-1468, 2-21=1006,4-21=-772, 19-21=437,4-19=459, 5-18=347, 6-18=188, 7-18=-628, 8-17=202, 11-16=1299, 11-14=-1158,7-17=554, 8-16=-1099, 14-16 = -1113 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 Ift above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, ()F ESs/ on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches A exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads -7— r per Table No. 16-B;'UBC-97. C 17180 n, 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSIfTPI 1-1995 criteria. EXP. 06/30/05 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. CIVII.- Standard OF C AU� February 26,2003 I& Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE Design valid foruse onlywiLh MrrBk connectors. This design is based only upon parameters shom, and is for an Individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss MAN designer. Bracing shon is for lateral support of individual mb members only. Additional temporary bracing to insure stability during construction is the res ponsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST -88 Quality Standard. OSB -89 Bnacing Specification, and HIB -91 Handing installing and Bracing Recoatmendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek':-,- Job Truss Truss Type Oty Ply PLATES GRIP M1120 220/195 Weight: 105 lb LUMBER BRACING TOPCHORD 2 X 4 OF No.1-G R8560728 HART0225 B1 COMMON 5 1 REACTIONS (lb/size) 2 = 957/0-5-8, 6 = 957/0-5-8 Max Horz 2 = -191 (load case 3) (optional) LongTeIIOW LUMDer uo., Inc., unico, La. %iozszo-/4j4 4.ZU 1 z)K I s L)ct I / zuvz full I eK inausiries, Inc. vveo reo zo uu:,+u:z I zuu,5 rage I -2-041 5-8-7 11-0-0 16-3-9 22-0-0 . 2122___, 2-0-0 5-8-7 5-3-9 5-3-9 5-8-7 2-M 4x6 11 Scale = 1:56.4 4 3X4 3x4 3x4 7-5-10 14-6-6 22-M 7-5-10 7-0-12 7-5-10 LOADING (psf) TCLL 16.0 TCOL 15.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code UBC971ANSI95 CS1 TC 0.33 BC 0.49 WB 0.16 DEFL in (loc) I/defl Vert(LL) -0.07 8-10 > 999 Vert(TL) -0.15 8-10 > 999 Horz(TL) 0.02 6 n/a 1 st LC LL Min I/defl = 240 PLATES GRIP M1120 220/195 Weight: 105 lb LUMBER BRACING TOPCHORD 2 X 4 OF No.1-G TOPCHORD Sheathed or 5-11-14 oc purlins. BOT CHORD 2 X 4 OF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (lb/size) 2 = 957/0-5-8, 6 = 957/0-5-8 Max Horz 2 = -191 (load case 3) Max Uplift 2 = -31 (load case 5), 6 = -31 (load case 5) FORCES 0b) - First Load Case Only TOPCHORD 1-2=34, 2-3=-1043, 3-4=-892, 4-5=-892,5-6=-1043, 6-7=34 BOT CHORD 2-10 = 852, 9-10 = 585, 8-9 = 585, 6-8 = 852 WEBS 3-10 = -254, 4-10 = 364, 4-8 = 364, 5-8 = -254 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceantine, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard C. '4-- C 17180 EXP. 06 /30/05 F C AO� February 26,2003 j& warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-747313EFORE USE Design wild for use onlywith MiTek connectom. This design is based only upon parameters sho�, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporatiort of component Is responsibility of building designer - not truss designer. Bracing shavin is for lateral support of individual eb members only. Additional temporary bracing to insure stability dudng construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabdcatiM quality control. storage. delivery. erection and bracing, consult OST -88 Quality Standard. OSB -89 Bracing Specifimtion, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 MiTek job russ Truss Type Oty Ply LOADING (psf) SPACING 2-0-0 R8560729 HART0225 B2 COMMON 1 1 TCLL 16.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.06 (optional) Longfellow LUmoer i -o., Inc., unico, La. untPzts-/4j4 4.zu 1 bm I s uct I zuuz ivi I eK inoustries, Inc. vveo f-eo /tD uti:4u:z I Zuud Vage I 5-8-7 11-0-0 16-3.9 22-0-0 5-8-7 5.3-9 4x4 5.3.9 5-8-7 Scale = 1:56.6 3 U 0 1 0 1.5x4 3x4 1.5X4 5-8-7 11-0-0 3x i 8 16-3.9 22-0-0 S-8-7 5-3-9 5-3-9 5-8-7 Plate Offsets (X,Y): 1:0-0- 15,0-0-21, [5:0-0-15,0-0-21 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.06 8-9 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.16 B-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.05 5 n/a BCDL 7.0 Code UBC971ANSI95 1 st LC LL Min I/clefl = 240 Weight: 102 lb LUMBER TOP CHORD 2 X 4 OF No.1-G BOT CHORD 2 X 4 OF No.1-G WEBS 2 X 4 DF Std -G REACTIONS (lb/size) 5 = 1476/0-3-8, 1 = 1476/0-3-8 Max Horz 1 = 163(load case 4) FORCES Pill - First Load Case Only TOP CHORD 1-2=-1928, 2-3=-1304, 3-4=-1304, 4-5=-1.928 BOT CHORD 1-9 = 1584, 8-9 = 1584, 7-8= 1584, 6-7 = 1584, 5-6 = 1584 WEBS 2-9 =402, 3-8= 1118, 4-6 =402, 2-8 = -617, 4-8 =-617 BRACING TOPCHORD Sheathed or 4-3-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1 ) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, LIBC-97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.25, Plate Increase = 1.25 Uniform Loads (plf) Vert: 1-5=-74.0, 1-3=-62.0, 3-5=-62.0 I"'-- C 171.80 Z� T, EXP. 06/30/05 )* A IV Ik- C Ak-�� February 26,2003 & Warning - Verify design parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid foruseonlywith Mrrek connectors. This design Is based only upon parameters she". and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage, delivery, erection and bracing, consul[ OST -88 Quality Standard. DSB-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plato Institute. 583 D'Onofdo Drive, Madison, WI 53719 Mi-Tekc-, Job russ Truss Type Oty i Ply PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.50 Vert(I-L) -0.08 4-6 >999 R8560730 HART0225 C1 SCISSORS 5 1 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 4 n/a Joptional) Longfellow LUmDer Lo., Inc., L;riico, (;a. V!)UZt3-/4J4 c) 2-0-0 6-6-0 6-&0 4.201 5KI s Oct I / ZUUZ Mi I ek Industries, Inc. Wed Fel) Ztj UU:4U:ZZ ZUUJ Page 1 4x4 = 3 13-0-0 6-6-0 15.0-0 2-0-0 Scale = 1:35.3 6-6-0 13-0-0 6-" 6-6-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.50 Vert(I-L) -0.08 4-6 >999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.13 4-6 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 4 n/a BCDL 7.0 Code UBC97/ANS195 1 st LC LL Min I/defl = 240 Weight: 50 lb LUMBER BRACING TOPCHORD 2 X 4 OF No.1-G TOPCHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No. 1 -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G REACTIONS (lb/size) 2=615/0-5-8, 4=61510-5-8 Max Horz 2 = 125 (load case 4) Max Uplift 2 = -47(load case 5), 4 = -47(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 1-2 = 33, 2-3 = -638, 3-4 = -638, 4-5 33 BOT CHORD 2-6 = 537, 4-6 = 537 WEBS 3-6 = 348 NOTES I I This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per IJBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula.' Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI1TPI 1-1995 criteria. LOAD CASE(S) Standard I C. C 17180 EXP. 06/30/05 �>4 , �l V I <1�60F CAU��./ February 26,2003 & Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use onlywith MiTek connectors. This design is based only upon parameters shom, and is for an individual building component to be Installed and loaded vertically. Applicability of design parnmenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing sho%vn is for lateral support of Individual web members only. Additional temporary bracing to insum stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Far general guidance regarding fabrication. quality control, sterage. delivery. erection and bracing. consult OST -88 Quality Standard, DS"9 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoffic, Drive. Madison. WI 53719 MiTeW, Job russ Trus Type Qty Ply 3-3-12 4-2-4 Plate Offsets (X,Y): (1:0-3-9,0-2-01, 15:0-3-9,0-2-01 on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C LOADING (psf) SPACING 1-4-8 R8560731 HART0225 D1 GIRDER 1 2 TC 0.28 Vert(LL) -0.07 6-7 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 (optional) Longfellow LUITIDer Lo., Inc., 1-nico, ta. zjozjzts-/4j4 4.zu I � bN I s uct i zuuz mi I eK inaustries, Inc. vveo r-eo zo uu:4u:zj zuuj rage i 4-24 1 7-6-0 10-9-112 i5_0_0 4-24 3-3-12 3-3-12 4-24 4x6 11 3 4x12 0 1 0 4xl 2 -z�- 300 11 1000 3x10 11 Scale = 1:30.4 4-2-4 10-9-12 15-0-0 4-2-4 _7-6-0 3.3-12 3-3-12 4-2-4 Plate Offsets (X,Y): (1:0-3-9,0-2-01, 15:0-3-9,0-2-01 on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C LOADING (psf) SPACING 1-4-8 CS1 exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 DEFIL in Voc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.07 6-7 > 999 M1120 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.17 6-7 > 999 Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. BCLL 0.0 Rep Stress Incr NO WS 0.60 Horz(TL) 0.05 5 n1a BCDL 7.0 Code UBC97/ANS195 LOAD CASE(S) Standard 1 st LC LL Min I/defl 240 Weight; 147 lb LUMBER Uniform Loads (plf) BRACING TOP CHORD 2 X 4 DF No.1-G CIVI TOPCHORD Sheathed or 4-3-14 oc purlins. BOT CHORD 2 X 6 DF SS -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std -G *Except* 3-7 2 X 4 OF No.1-G REACTIONS (lb/size) 1 = 6188/0-5-8, 5 = 6188/0-5-8 Max Horz 1 =-23(load case 3) FORCES 11b) - First Load Case Only TOPCHORD 1-2=-9793, 2-3=-6785, 3-4=-6785, 4-5=-9793 BOT CHORD 1-8 = 8695, 7-8 = 8695, 6-7 = 8695, 5-6 = 8695 WEBS 2-8=2939, 3-7=5927, 4-6=2939, 2-7=-3088, 4-7=-3088 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, IJBC-97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. FES.S/ 6) Girder carries tie-in spanis): 42-6-0 from 0-0-0 to 15-0-0 7) 2 -ply truss to be connected together with 0. 131 "x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. .A Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. IT C 17180 LOAD CASE(S) Standard EXP. 06/30/05 1) Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-5 = -808.4, 1 -3 = -42.6, 3-5 = -42.6 CIVI OFCA February 26,2003 A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE 0 Design wild for use only with MiTek comectom. This design is based only upon parameters shom. and Is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shon Is far lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, W1 53719 MiTek--'_ Job T uss Trus Type City Ply DEFL in (loc) R8560732 HART0225 H1 COMMON 23 1 -0.00 2-4 >999 Horz(TL) 0.00 4 loptional) Longfellow LUITIDer Lo., Inc., unico, i—a. 0-0-2 2-2-0 2-1-14 1+.zu I wi I s ucxjX144uuz FviiieK inuusuries, Inc. vveo reo zo uz:i:-+u:zj zuu,3 rage I 4-3-14 2.1-14 0-0-2 Scale = 1:8.4 0-M LOADING (Psf) TCLL 16.0 TCDL 15.0 BCLL 0.0 BCDL 7.0 2x4 = 2x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANS195 CS1 TC 0.04 BC 0.08 WEI 0.00 4-0-8 3-9-0 DEFL in (loc) Ildefl VertiLL) -0.00 2-4 >999 Vert(TL) -0.00 2-4 >999 Horz(TL) 0.00 4 n/a 1 st LC LL Min I/defI = 240 PLATES M1120 Weight: 12 lb lap 11 ±±L--4 0-3-8 GRIP 220/195 LUMBER BRACING TOPCHORD 2 X 4 DF No.1-G TOPCHORD Sheathed or 4-4-0 oc purlins. BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 15810-3-8, 4= 158/0-3-8 Max Horz 2 = -1 0(load case 3) Max Uplift 2 = -7(load case 5), 4 = -7(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=3, 2-3=-109, 3-4=-109, 4-5=3 BOT CHORD 2-4=95 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard C 17180 EXP. 06/30/05 �c 7 Ivl\-�.' 4'Z��OFCAO� February 26,2003 11 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE N111-7473 BEFORE USE Design valid foruse only with MiTek connectom. This design is based only upon parameters shom, and is foran Individual building component to be (!D Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shovvn is for lateral support of individual vreb members only. Addiflorial temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Far general guidance regarding fabrication. quality control. storage. delivery, erection and bracing. consult OST -88 Quality Standard. DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive, Madiscri, WI 53719 Mffekt` r 12 4 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRA I:NG :C:: MINIMUM PITCH DIFFERENCE MINIMUM SPAN PITCH TOP CHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE- SPACING(DE1s) F#trus sl SP/DF SPF/HF Up to 32' 4112 8. 1 20 15 Over 32'- 48' 4112 6' 1 10 7 Over 48'- 60' 4112 5' 1 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I SCISSORS -TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBI) TOPCHORD DIAGONALBRACE SPACING(DBJ [# tru ses) SPIDF. I SPF/HF UD to 28' 2.5 7' 17 12 Over 28'- 42' 1 3.0 6' 9 1 6 Over 42'- 60' 1 3.0 1 5' 1 5 1 3 Over 60' 1 See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tr)n rhnrrl Lateral Brac Required 10"orGi Attachmen Required Top chords that are laterally braced can bucIde together and 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 topside of the top chord. All lateral braces lapped at least 2 trusses. tes, Frame 3 =450 12 X 01 e� - lb =45 0 12 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. I BOTTOM CHORD TEMPORARY BRACING] SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING(LB) BOTTOM CHORD DIAGONALBRACE SPACING(DB,) [#trusses] I SP/DF I SP F Up to 32' 4/12 1 15' 1 20 1 1 Over 32'- 48' 4/12 1 15' 1 10 -1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 4.%V .1 AV All lateral braces lapped at least 2 trusses. /-AV I BOTTOM CHORD PLANE7 WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A Temporary cross bracing at each end of the building and repeated at Frame 4 1= I WEB MEMBER PLANE WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans to the web members. I LA greater than 30' by the peak. I r Approximately Approximatell 1/2 truss length 1/2 truss length Tag Truss spans less than 30' Line Spreader Bar Toe In – Spreader Bar Toe In – Approximately 1/2 to 2/3 truss length Less than or equal to 60' Approximately 1/2 to 2/3 truss length Less than or equal to 60' Toe In MECHANICAL INSTALLATION Tag Lifting devices should be connected to Strongbackl Line the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as 10, 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 INNNNNVA V111 VIL Approximately designer's framing plan and held with 2/3 to 3/4 truss length the lifting device until the ends of the truss are securely fastened and tempo- Greater than 60' Tag I rary bracing is installed. Line Tag Line Strongback/ Spreader Bar A—,014– 1-014 Toe In Atorabove N Nv/ IV/ V mid -height 1� Approximately 1 2/3 to 3/4 truss length Tag Tag Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engingerif a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, andA in some cases determine that a wider spacing is possible. UND BRACING: BUILDING INTERIOR I Frame 2 GROUND BRACING: BUILDING EXTERIOR I Typical vertical attachment Typical horizontal tie member with efuss of braced up of trusses (E B) 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir The end diagonal brace for cantilevered trusseimustbe placed'on vertical webs iA line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buckle Continuous together and cause collapse if there is no diago- TOPCHORD nal bracing. Diagonal bracing should be nailed TopChord TOPCHORD DIAGONALBRACE attached to the topside of the top chord. MINIMUM LATERALBRACE SPACING(DB,) SPAN DEPTH SPACING(LBJ [#trusses] SP/DF SPF/ Up to 32' 30" 1 81 16 10 Over 32'- 48' 42" 1 61 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir The end diagonal brace for cantilevered trusseimustbe placed'on vertical webs iA line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buckle Continuous together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed TopChord tothe underside ofthetop chord when purfins are Lateral BraCE attached to the topside of the top chord. Required 10.1 End diagonals are essential for - stability and must be duplicated on both ends of the truss system. =45' Affachmer Required '20, 10 - 7russes Sses Sp_ o.c. spr/N; O.C. 101 \esP WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A A I 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING I Top chords that are laterally braced can buckle together and cause collapse U. there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 9-4, Ohl I All lateral braces lapped at least - twotrusses. =450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required - 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. JACAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSEV' It is the responsibft of the installer Lbuilder. building contractor, licensed contractor, erector or erection contractor) to p=erly receive, unload, store, handle, installand brace metalpLate connected wood trusses to protectlife andorogeV. Th6 installer must exercise the same high degreeof safety awareness as with any other structural material. TPI does not intendthese recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor.These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection c gontractor is ad- Avised to obtain and read the entire booklet "Com - mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91 " from the Truss Plate Institute. DANGER: A DANGER designates a condition 11 Awhere failureto follow instructions or heed �varfl- ingwill most likely result in serious personal injury or death or damage to structures. JAWAKNINLi: A WAKNINLi ciescribes a conaition where failure to follow instructions could result in severe personal injury or damage to structures. r - @ �' TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright @ by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed Zon-center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be Aunloaded on rough terrain or un - even surfaces which could cause darAage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. - I A braced to prevent toppling or tipping. I JAWARNING: Do not break banding until installatio begins. Careshould beexercised in bandin al to avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: 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 MONO TRUSS TOP CHORD TEMPORARY BRACING Truss I D(ft) TOPCHORD Depth 1 1 TOP CHORD DIAGONALBRACE '4 EDOF D(in) MINIMUM LATERALBRACE SPACING(DBs) SPAN PITCH SPACING(LBJ [#trusses] 11. D/50 or 2" SPI SPF1HF Up to 24' 3/12 1 8, 1 17 1 12 Over 24'- 42' 3/12 1 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 .4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can bucide together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed tothe underside ofthetop chord when purlinsare attached to the topside of the top chord. PLUMB 0* 411 14;� C:5 A orl, 12 3 3 or 0 greate 49, All lateral braces lapped at least 2 trusses. Continuous Ton rhnrri Lateral Brace Required 10" or Gre Attachmi Required WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A I INS ALLATION TOLERANCES D(in) Truss I D(ft) 12" Depth 1 1 24" D(in) 2' 36" I Lesser of 'a,. 11. D/50 or 2" 1/4 Maximum Plumb Misplacement Line I INS ALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1 1 24" 1/2" 2' 36" 3/4" 3' 'a,. 11. 4' 60" 1-1/4" 5' 72" 1-1/2" 6' ".. 1-3/411 r W. 2" 8. 1W' 2" 9. OUT -OF -PLUMB INSTALLATION TOLERANCES Length L (in) T 1/4 t Lesserof U200 or 2" BOW L (in) L (in) t Lesserof 1/4 L/200 or 2" L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150"_ 3/4" 12.5' L(in) U200 Qft) 200" 11" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. Frame 6 CERTIFICATE OF COMPLIANCE:'Residential Page 1 CF -1R Project Title: Dan Hill 1671 Run: 849 . 29 -Apr -03 Project Address: 125'�Hart Lane Dan Hill 1671 Orovill'e,, CA Building Title: Dan Hill 1671 Building Permit # Document Author: Don Freemyers Telephone: 530t533-9365 Plan Check / Date Compliance method: CALRES2 1.4.04 Field Check / Date Climate Zone: 11 ---------- --------- GENERAL INFORMATION Conditioned Floor Area: 1671 ft2 Average Ceiling -Height: 9'0" ft -in Building Type: SFD Single Family Detached Building Front Orientatiom 0 deg (North) Glazing Area, % of Floor Area: 13.4% Average Fenestration U-Value:0.50 Average Fenestration SHGC: 0.54 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -------------------- ------------ -------------- ------------------------- Slab 1671 Yes Grade Cavity Sheathing Component Insul Insul Total' Assembly Type --------------- R -value -------- R -value R -value U -value Location/Comments Door 0 -------- -------- 3.03 -------- 0.330 ------------------------ Outside Door 0 3.03 0.330 Unconditioned Wall 21 0 16.95 0.059 Unconditioned Wall, 21 0 16.95 0'.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Ceil ' ing 38 0 41.67 0.024 Attic Floor 0 0 3.38 0.295 Grade Slab Perimeter .0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti -------------------- ------------ -------------- ------------------------- Slab 1671 Yes Grade CERTIFICATE OF COMPLIANCE: Res idential Page 2 CF -1R Project Title: Dan Hill 1671 Run: 849 29 -Apr -03 FENESTRATION HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm)- Fan CFM ----- ------------- -------------- -------------- -------- CEC-100%R4.2 451 No n/a 1170 WATER HEATING SYSTEMS Distrib Water Water # of Energy volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- --- 7 --------- Gas.62EF No No Area Fenestration Fenestration Exterior ) Overhang Type/Orientation ----------------- (ft2) ----- . U -factor SHGC Shading and Fins Window North ------------ 36.0 ------------- 0.50 0.56 ---------- BugScrn -------- None Window East 47.7 0.50 0.56 BugS.crn None Window South 96.7 0.50 0.56 BugScrn None Window West 44.0 0.50 0.56 BugScrn None THERMAL MASS Area Thick Type Cover --------- -------------- (ft2) (in) ----- ----- Location/Comments None --------------------------------------- HVAC SYSTEMS Refrigerant Distribution System Charge and Location Type -------------------------- Efficiency ---------- Airflow TXV and R -value Furnace 0.80 AFUE ----------- N/A ------------------- Attic R-4.2 Air cond. - central split 10.00 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm)- Fan CFM ----- ------------- -------------- -------------- -------- CEC-100%R4.2 451 No n/a 1170 WATER HEATING SYSTEMS Distrib Water Water # of Energy volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas 1 0.62 40 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- --- 7 --------- Gas.62EF No No CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title:- Dan Hill 1671 Run: 849 29 -Apr -03 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------ ---------- ---- ------- ------- ------- ------ GAS.62EF 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: Dan Hill 1671 Run: 849 29 -Apr -03 DESIGNER OR OWNER Certification #: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed f Date Date DOCUMENTATION AUTHOR Don Freemyers Freemyers Design 575 Nelson Ave., Oroville, CA 530*533-9365 Signed Date COMPUTER.METHOD SUMMARY Page 1 C -2R Project Title: Dan Hill 1671 Run: 849 29 -Apr -03 Project Address: 125i �Hart Lane Dan Hill 1671 Oroville, CA Building Title: Dan Hill 1671 Building Permit # Document Author: Don Freemyers Telephone: 530*533-9365 Plan Check /,Date Compliance method: CALRES2 1.4.04 Field Check / Date Climate zone: ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design 'Space Heating 22.62 Space Cooling 11.66 Water Heating 14.65 Total Door 48.92 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average F�nestration U -Value Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: . Number of Conditioned Zones: Total Conditioned Volume: BUILDING ZONE INFORMATION Proposed Design ---------------- 18.93 15.41 12.30 -------- Complies 46.64 Yes 1671 ft2 9'011 ft -in SFD Single Family Detached 0 deg (North) 13.4% 0.50 0.54 1.00 1 Slab on grade 1 15039 ft3 Floor Vent Zone Area 'Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------- ------ House 1671 15039 Conditioned CEC—Standard 21011 OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type (ft2) factor Rval Rval Azm Tlt Gns Type Location/Commen'ts ---------- ------ ------ ---------- --- --- --- ------------ ------------------- Zone = House Door 20.0 0.330 ' 0 3 0 90 Yes CEC 30 -Wood Outside Door 20.0 0.330 0 3 0 90 No CEC 30 -Wood Unconditioned Wall 178.0 0.059 21 17 0 90 No W21.2x6.16 Unconditioned Wall 159.5 0.059 21 17 0 90 Yes W21.2x6.16 Outside Wall 518.5 0.059 21 17 270 90 Yes W21.2x6.16 Outside Wall 299.3 0.059 21 17 180 90 Yes W21.2x6.16. Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Dan Hill 1671 Run: 849 29 -Apr -03 OPAQUE SURFACES continued Surface Area U- Insl Total Tru. Slr Construction Type ---------- ------ (ft2) factor Rval ------ ---------- Rval Azm --- Tlt Gns Type Location/Comments Wall 330.3 0.059 21 17 --- 90 90 --- Yes ------------ -------------------- W21.2x6.16 Outside Ceiling 1671.0 0.024 38 42 0 Yes R38.2x4.24 Attic Floor 1671.0 0 180 No Slab140C Grade PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ----------- (ft) -------- Factor ------ R-val ----- (in) Location/Comments Zone = House ------ ----------------------------------- Exposed 1971011 0.756 0 16 Outside Exposed 221011 0.507 Unconditioned FENESTRATION SURFACES Fenestration Exterior Shade Over - Fenestration Area --------------- Tru ----------------- hang Name -------------- Type ------ (ft2) U -factor ----- --------- SHGC Azm Tilt Type SHGC /Fins Zone = House ------ --- ---- ---------- ------- ------ NORTH -1 Window 6.0 0.50 0.54 0 90 BugScrn 0.76 None N-2 Window 6.0 0.50 0.54 0 90 Bu4scrn 0.76 None N-3 Window 16.0 .0.50 0.54 0. 90 BugScrn 0.76 None N-4 Window 8.0 0.50 0.54 0 90 BugScrn 0.76 None EAST -1 Window 15.0 0.50 0.54 90 90 BugScrn 0.76 None E-2 Window 16.0 0.50 0.54 90 90 BugScrn 0.76 None E -3d Window 16.7 0.50 0.54 90 90 BugScrn 0.76 None SOUTH -1 Window 25.0 0.50 0.54 180 90 BugScrn 0.76 None S-2 Window 30.0 0.50 0.54 180 .90 BugScrn 0.76 None S -3d Window 16.7 0.50 0.54 180 90 BugScrn 0.76 None s-4 Window 25.0 0.50 0.54 180 90 BugScrn 0.76 None WEST -1 Window 4..0 0.50 0.54 270 90 BugScrn 0.76 None W-2 Window 20.0 0.50 0.54 270 90 BugScrn 0.76 None W-3 Window 20.0 0.50 0.54 270 90 BugScrn 0.76 'None OVERHANGS Fenestration -------------------------- Length Height Left Right Name Width Height IHI IVI Extension Extension ------------ ------ ------ ------ --------- --------- --------- None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Dan Hill 167 , 1 Run: 849 29 -Apr -03 FINS Left Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height v, fenes Depth Height v, fenes ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----- ------------ ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name ------------ Zone = House GasFur.80 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments --------- -------- ------------ -------------------------------- Refrigerant Minimum Charge and Equipment Duct Location System Type Airflow.TXV Efficiency and R -value -------------------------- ----------- ---------- ------------- Furnace N/A 0.80 AFUE Attic R-4.2 Air cond. - central split No 10-00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM ------------- ------------- -------------- -------------- -------- CEC-100%R4.2 451 No n/a 1170 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Gas.62EF Standard GAS.62EF Storage gas' 1 0.62 40 9 COMPUTER METHOD SUMMARY Page 4' C -2R Project Title: Dan Hill 1671 Run: 849 29 -Apr -03 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Gas.62EF No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value .(Btuh) ------------ ---------- ---- ------- ------- ------- ------ GAS.62EF 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND -NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling.. 0 MANDATORY MEASU"S CHECKLIST: RESIDENTIAL (Page I of 2) MF-lR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the pennit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when.completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: §150(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R -Value. I 50(c): Minimum R- 13 wall insulation in wood framed walls or equivalent U -Factor in metal frame walls (does not apply to exterior mass w lls). § 150(d): Minimum R- 13 raised floor insulation in framed floors. § 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permi/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 1 50(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § I 50(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 pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110+13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § I 50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems, § 1506): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R -I 2 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R -I 6 combined intemaUcxtemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55* F insulated. 6. Piping insulated between heating source and indirect hot water tank. January 4, 2001 MANDATORY MEASU"S CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checkJist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Coriditioning, Water Heating and Plumbing System Measures: (continued) §150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of RA.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, U.L 18 1 A, or UL 18 1 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of masric and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft 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 is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < ISO Btu/hr) Lighting Measures: §150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/wart or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. § I 50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 4� January 4, 2001 1