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047-680-009
� I v y�-GS'-C�o7 047-22---0738- 00-0905 WRIGHT, JAMES 13843 COMICE CT., CHICO NEW SINGLE FAMILY G//JCCD /2 -S -ba 047-680-009 01-0704 WRIGHT, JIM /f 13843 COMICE CT., CHICO (p`� CONTR: HOLIDAY POOLS NEW PRIV. SWIMMING POOL 047-26-0-1�9a0a0 647 RITCHIE CONSTRUC ON AUTUMN PK K, 7< CONTR: OWN FIRE WEL OWER NOTES fj 5 r 0 c RESIDENTIAL 047-680-009 01-0704 WRIGHT, JIM 13843 COMICE CT., CHICO CONTR: HOLIDAY POOLS NEW PRIV. SWIMMING POOL SPECIAL CONDITIONS ,. CHECKED BY"i SRA ` FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER PI t JOB FINALED (Date) _ 03 Signature �1 t ,/ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Special MH Support Sketch Zoning Requirements -Setbacks -Easements 3. Sewer; Location -Test -Fall -C/O -Concrete Footings; Size -Spacing -Marriage Line 4. Water; Location -Test -Easement Needed (Sketch) Gas; MH Test -Demand -Valve -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Electricity; MH Test -Crossovers -Breakers -Clearances 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Drain; MH Test -Fall -Flex Connector 7. Well Clearance B Disconnect Water; MH Test -Regulator -Connector 8. Utility Clearance Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Size -Spacing -Marriage Line 6. 3. Gas; MH Test -Demand -Valve -Connector , onding; Metal w/5' -Circulating Equip. -Heater 4. Electricity; MH Test -Crossovers -Breakers -Clearances 9. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Can. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, Cqy! S&-ARPORTS GARAGES (Plans) OK except #'s n"g 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 _SfffkL (Plans) OK except #'s e s -Easements S ' s; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Po rl-ighting; 15 Volts-GFI 6. Ele ., losures; Conduit Entries -Terminals -Listed , onding; Metal w/5' -Circulating Equip. -Heater lec.; Grounding; Equip. w/5' Circulating Equip. -Pool lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 4iFF 9. c- Health Deoanment Aooroval ; Cir. Test -Water Supply Test j /" / aht Niche i DateG / Card B-1 r Date Card B-1 Date I Card B-1 Date Card B-1 t vl� V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (,c Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P Fig. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouis-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive D Yes J Nomalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co tact this office immediately. n 6�1 t� 14� • (o /U 4f Date 5-/5-w Inspector _ / REV 10192 COUNTY OF BUTTE <; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. li PA,ow1)4,N1rS pjB 0Uc a #4 01 C/Rrip ra ✓hcrI 1 1,Jc4 13 �r f-� ✓�� l�Qvyov d Date 4IC� Inspector— REV nspector REV 10/92 If ._��'�1�r4' _'Y�t`t='i?r• .'_ .. ;•+s!7i"'v�t3: rc-F: .....COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 14 IK 16 a -t' 0 l -U 7CII OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA e (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 7-6-(7- oAl i�✓�i, .V C r 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 r, ASSESSOR PARCEL NUMBER 047-680-009 ZONING BUILDING PERMIT OWNER JIM WRIGHT TELEPHONE 894-5345 SO. FT. OCC. BUILDING VALUATION CONTRACT 25,000. . OWNERS MAILING ADDRESS 13843 COMICE COURT CHICO CA CONTRACTOR'S NAME HOLIDAY POOLS TELEPHONE 894-1467 CONTRACTORS MAKING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23-00 BUILDINGADORESS 1 Energy Plan Checking Fee $ $ PERMIT FEE $ 295.00 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 19.00 Each gas water heater or vent 15.00 TYPE OF WORK— New FX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW PRIV SWIMMING POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is -in full force and effect.��� ,� License Class �vC Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insuragge carrier and policy number are: Carrier I�� � d� ! Policy Number (The above sections need not be completed if the Oarmit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree Mat if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos Prov' ' ns. XJ _ Date w Sign re of Applican - Ow ontractor ❑ Age A SHA permit is qu' e r exca ations over 5'0" deep and demolition or construction structures over rie in heig Main Service CoA TO 46.00 CCS.U000A NEW CONST. OWEWNO OCCUP. 3.SQ�, ( NEW CONST. MUAiCTICOU�TL NON-RESID. @7.50 PSINOWERGLE OUTLET APPARATUCIR.S OUTLET OR FIXTURES @ 100 Ex. Occu eA20 p .00 Ex. Occup. pM'S g= -.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 30.00 30.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Mobile Home Installation Fee is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 380.00 HAZ. D. FEES IMP FLOOD COF PARCEL �_ PD HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicat d above for which fees h e been Cy D PERMIT EXPIRES OI provisions to do work paid. to V e Receipt No. 13 15 67 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT `J, TO: . Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance j7 E.H. USE ONLY Plot Plan Attached 2 Floor Plan Attached ." Sant to B.D. / -1�1r.`f � Owne - Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for -dvvelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 Butte County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile April 10, 2003 James R. and Laura A. Wright 13843 Cornice Ct. Chico, CA. 95973 RE: Building Code Violation Location: 13843 Comice Ct., Chico, CA. A.P. # 047-680-009 Dear James R. and Laura A. Wright: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit for a pool. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement maybe pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty . 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: kj cc: Assessor 9 ia-50-1001NQ: Main Assessor r Name WRIGHT JAMES R &LAURAA", _1 #Asmt # j " Fee 33 047:680 009 StatusETIJE z €tatusD�t 08/1?r1999 Addrl 13843 COMICE CT i�; Tax GC01 FNORMAL O NERSHIP_ (�TR 0622 Addr2 CHICO CA 95913 Situs 1 8_43 COMICE CT CHICO Addr3� -Base Dt G/t)112001 !,' Addr4, t ���-� Laic 85,731 -- -- -- - - - ' Timber re:`erve ' Structure; 276,340 " S` ` AgP(e t `;" Fixtur=e 0 Comments WAS PT 047,.-260-13_1 9911 C2 '� Etal = -- -`--' Growl 0 Creating Doc# 1999RS14f 99' Fate 08'12!1999 �J Notes�a� �c4 f —.—� a Total A:' 362,57 J 1 i Current Doc# 2000ROG20S81 , , -Bonds 11 - Diate 06l06I200p� I R f ,Fix. '� Multi S tas ' , ' Killing Doc# � _ t i ;� Rate €� Fla 1 ter : 6MH PF --- -- 0 g i4 Asmt Desc COMICE CT SraJCnt 3 `, r PF i � ;r] Flagg r Zoning l- Drydl 0 r g !E 910 MN Exempt 7,000 ----1 I t i� Asmt P a Pen N = �� " - t _ - '•Acres/S Ft 0.87 _ MIC �7 : I,VJ�'Tax z. a PP PEn r t a Appeal', Per-- ; T/R Dt 3 z ` E§ Fil Split Pendng R!C Siam i, PHY ` OWN. a 5 E ,� TAX r HON _; ATTk SIT p AP -F. PCL - tFind IiBI 12002 sa, 07/2312002 �6:02:00 FM 04/16/2003. 13:43 5308943016-jESSEN WRIGHT. Butte County Deparbnent ofDev+elopment Senices of ADMINISTRATION • BUILDING' GIS' PLANNING G ` 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile April 10, 2003 James R. and Laura A. Wright 13843 Cornice Ct. t Chico, CA. 95973 r� PAGE 02 .i RE: Building Code Violation Location: .13 843 Cornice Ct., Chico, CA. A.P.# 047-680-009 r Dear James R. and .Laura A. Wright: = his is a courtesy: notice to notify you that you are in violation of the Butte County Code, as follows, at die above -referenced location. ' .x Failure to final permit for a pool. ( It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement , .if voluntary compliance is not oliiained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the a'ion necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vi.eira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: kj cc: Assessor .. �y 1f S, s f �1 N 16 . 04/16/2003 13:43 5308943016 JESSEN WRIGHT PAGE 01 FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 538-2140 Pages: 1 13 WEST EIGHTH AVENUE SUITE A Jim Wright Cw1co. CA 95926 A.P. # 047-680-009 (530) 894-5345 FAX; (530) 694-3016 To: Scott Rutherford Date: Fax #: 538-2140 Pages: From: Jim Wright Subject: A.P. # 047-680-009 Scott, April. 16, 2003 Two, including this cover sheet. I received your letter (see attached) and was very surprised. The pool contractor, Holiday Pools, was responsible for all building department issues including permits. He said it was finaledabout two years ago. Plcase acknowledge in writing that this is the case or call me at 894-5345 and. let me know what needs to be done. Thank you, Jim HP Fax Series 900 Fax History Report for Plain Paper Fax/Copier Apr 16 2003 12:40pm Last Fax Date Time Type Identification Duration Pages . Result Apr 16 12:39pm Sent 4#-98941523 0:00 0 No answer I I 23'-6" I li I r — T.O. CONC. ONC. '00" �1 � --------------- --------------------, ------- I - 1i------------ I� I e� I I I I I I I T.O. CONC. $ I I I I 1 _0._4.. 6 I I I I li I I li 1 1 1i I I I 1i I I I 1i 1 I I li 1 I I 1i I I I 1i I I I w II I p 0 1 II I 8 N \ I li I I II I 1 li I GARAGE 1 I I I I I 1 I I I I I 1 I I 1 5 I 1 I 6 SIM. 1 I I 7 1'-10.. 2.. 1 I I I 1 6 1 QqP T.O. CONC. f-1,11 -0'-7" --- ------------------ 7 I :THICK6 I I O 6 P T.O. CONC. -0'-7 1/2" _ 7 1/2" ;,l'-4 5/8" 7 1/2". ' ' 1'-4 5/8' 1'-4 5 88/"'',�'I �QROFESS/ON 1._0.. 14'-0" - ,.. - Lu V N0.34 • 6 . • EXP. • v 7. EXP. 9TFOFCp,L�FOQ, 1 L•] Project WRIGHT RESIDENCE Date JUNE 15, 2000 AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047.260-138 sheet COUNTY OF BUTTE, CALIFORNIA PCR"2 48.dt U. LJ +48 � df- J x6 STUDS AT i " O.C. - r G1 II 220 i O - r----tt---- O 23'-6" I II I — J'� i N 11LAUNDRY r.0 3 AC 5 6 TOILETCOND.UNIT 31 �� 028 _-�; 0 L+48• / 1 T3 \�'� 's�----GFl--- 11 $ o T.O. CONC. 1 1 \ -0'-a" 1 6 �� PRESSURE WATER TANK HEATER \ FI cF1 gI \\ \ \ I \ � \Ld F' ` I \ C) ap ` t \ . _— — — — — — — - 1 GARAGE 1 ` I 1 IJ / / - 3 CFI / 5 � \\ 6 / \ xe SIM. 7. /Cl 'I'66T.O. CONC. ^O�yP GR — D160 � I /— ------ -- ----------------- t. -- rb `1 T GFI 6 CO T.O. CONC. / 0-7 1/2 D90 / \� - --- ----------- EARL \ ?,OFESS/0NN-4e,21 v N--.,Q� L. • �o.xP. ou �� •�'S.rgUGivQP'�•�Q' �TForcaXF�P Project WRIGHT RESIDENCE Date JUNE 15; 2000 AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047-'260-138 sheet COUNTY OF BUTTE, CALIFORNIA PCR`", I ; I 23'-6" I; l; I I; I 1, I 6 I T.O. CONC. 0'-0" li------------ I� iI I g I I T.O. CONC. I I I. I II I I I II I I I I 1 w ~ I li I 0- 0 l i N \ I' co I� 8 I I I 6 II I I II I I II I GARAGE II I I I I I I I I I I I I I I I I I I 5 I I 1 6 SIM. 1 I 7 I I 6 I I I Lp T.O. CONC. LP I -----0--�'------- I L I — J 5 7 I I I THICK I I 1 0 6 I 3 I 6 I I tip T.O. CONC. 7/ I 7 1/2" 1 L1'-4 5/8" 1'-4 OQ(� •ESS/QN s 1'-0" 14'-0.. ¢. NO • EXP • � P S�9'••STgUCTVQ TF QF0P I. 17 1 0 Project WRIGHT RESIDENCE Date JUNE 15, 2000 AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047-260-138 sheet COUNTY OF BUTTE, CALIFORNIA PCR~� I 'WGFI i i 'W220 I I --- — t----tt---- l— I II I 3d — 5 TOIL] LAUNDRY 1 n D28 1 1I m T.O. CONC. \ 1 -0'-4" I I WATER 23'-6" o3 AC COND. UNIT I \r---%PGRB•----- I L I O PRESSURE TANK GFl HEATER \\ ���\\ Gn I w I \ 0_ I \ c0 ----- __ j 1 GARAGE I i 1 i U / / GFl / 5 / / 6 / / „a SIM. 7 50 ry +O 6 T.O. CONC. ^J OtiP GFI /_ ----- --- -----0-- -------- D160_ ?V,OFESS"Oelp y� 9*0 Q IA. -!•d i• : ./EXP.' V 00 •V s S Qy . �A�D�CP,1 FOP . mm Project WRIGHT RESIDENCE AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047-260-138 COUNTY OF BUTTE, CALIFORNIA T.O. CONC. 0'-7 1/2" D90 14'-0" �I I I I I 1 1 / Date JUNE 15, 2000 Sheet PCR -i1 �.._:r `r^`'A;� ,�w.. a'�}'.�.; .. �crx :sti4�;�7h�•,.r'�" a w � � v�� "=•�•. qzr. •+c '+�rr�s a�"z ...n. v+..r..-.�" .. ;�"L_. . , ._, f < Ov 047-26-0-13800-1647 RITCHIE CONSTRUCTION f AUTUMN PARK,• CONTR: OWNER FIRE WELL POWER I Q• -x -d4 d OFF Address GAS Meter BY ELECTRIC Meter BY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 *RrM (Rev. 12/96) APPLICATION AND PERMIT C W ...-Ap ASSESSOR PARCEL NUMBER r ZONING BUILDING PERMIT owNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILIW ADDRESS 1c 6 CONTRACTOR'S NAME J TELEPHONE CONTRACTORS MAILI ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1 Plan Checking Fee $ BUILDINGADDRES Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. S DN NS NAMEWIA 'A PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY —Each Solar or heat pump water heater 23.00 Water piping. 15.00 Each gas water heater or vent '15.00 TYPE OF WORK New ❑ Addition ❑ Remodel Utilities ❑ Installation ❑ Other ❑ Describe Work: 9;1 re wei- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service p.A OR LESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is injull force and effect. �`�� License Class LIC. NO. %f OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: :q I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service Zoog To 46.00 DWELLINGLICENSED NEW CONST. DWELLING OCCUP. CCU OR ADDNS. ( a ACC. BLDS. SO so 3.50FT, NOµgOSID. T.CIRCUITS 97.50 POWER APPARATUS a SINGLE ourLET CIA. Ex. Occup. OUTLET OR FDCTURES �zL ',So Ex. Occup. ounErs Aa.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 .2Ile a PERMIT FEE $ 8� WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensation insAgance carrier and policy number are: Carrier Policy Number 0 (The above sections need no be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X� Date 7a % Signature of Applicant - Gj'Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep an demolition or construction of structures over 3 stories in height. � MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE ! L TOTAL FEE $ MAZ. D. FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE, v This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have `�'� 411 i 1 / V,41/Date By /! PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ReceiptNo.�i f �T /ri f moi, �✓ WHITE-D.D.S.-B.D.' CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I w 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 C 0--� ASSESSOR PARCEL NUMBER J ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS UNG ADDRESS - ^ . �. C -4-111-C.5 CONTRACTOR'S NAME sl TELEPHONE CONTRACTORS MAIUW ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADORES r / 1 � V Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. S DNLS NS NAME Uw1k PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel Unities ❑ Installation ❑ Other ❑ Describe Work:---!'JYL �e �(�itl�Il� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 NOV OR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is irijull force and effect. /j License Class �; Lic. No. y�/y% - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co-mpensation insprance carrier and policy number are: Carrier _ Policy Number Vf3dj - 00 (the above sections need no be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor de, I shall forthwith comply with those provisions. X — Date Signature of Applicant - Wowner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep an demolition or construction? of structures over 3 stories in height. Main Service TO 46.00 CCU000A WEIL200A NEW CONST. OWEWNG OCCUP. OR ADDNS. ( 6 ACC. BLDS. SO 3.5¢T. N" RESDMULTI- . OUTLET g7.50 POWER APPARATUS p 1.00 Ex. Occu OsI�DR � RES BAL .so OR Ex. Occup. ouT>�°rs(RRES,6.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 60,GB PERMIT FEE $ 2,r? MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ q3, Gt7 MAZ. D. FEES IMP FLOOD I CDF I PARCEL I PD HD I [SU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Az" Date EXPIRES ON 7 —12 I —z provisions to do work paid. 13 to ReceiptNo.PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN INSPE TOR GOLDENROD -APPLICANT / NOTES RESIDENTIAL f vs ' I PERMIT'NO. 047 G38 00-0905 WRIGHT, JAMES j &J t�� 13843 COMICE CT., CHICO ` NEW SINGLE FAMILY &1 Awl".*".'., lo� SPECIAL CONDITIONS / CHECKED BY FLOOD CERTIFICATE REQ. F44E SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address f3 GAS Date ��I-�J Meter By ' ELECTRIC Meter By Date 6.F1_ )o�_ JOB FINALED (Date) l klzcl Signature;5 )l COUNTY OF BUTTE ,BUILDING DIVISION DEPARTMEfNTIOF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspegtion indicates that the following violations of butte county Ordinances exist at the above addres //and should be corrected. Please notice this office when correction of work is completed. If, you have any questions pertaining to this matter, or need additional explanation, please cont t this office immediately. Date :7 Inspector—:_6 REV 10/92 ,r CERTIFICATION OF -INSULATION j, ADDRESS OR TRACT SACR�I►MENTO INSULATION CONTRACTORS LOT # '� ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 9+ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 lJ ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 l� ( y�(� 4 �� ' ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 \.�� 1 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 - DATE INSULATION COMPLETED CEILINGS •�• SQUARE FEET) ' ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION F;: _ I TYPE OF INSULATION TYPE OF, INSULATION MATERIAL fF.. FIBERGLASS r',r AAATERIAt,t i ;' FIBRGtASS 'MATERIAL ) ` FIBERGLASS , 7 (1 FORM FORM I• FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURERS PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS r. R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS '� BATTS OCF — -r AIR INFILTRAT16 SEALANT MATERIAL MANUFACTURER _ W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIG NATURE• -INSULATION CONTRACTOR - TITLE MANAGER DA f�E� 3; � — � �� j� •� ,� SIGNATUOtINERAL CONTRACTOR j TITLE DATE 1 1 REMAR' i 1. 1 ' 1 SIC -303 ATTIC COPY .40 At Yrr. 4n 8S s` Oi Olt Mk z M �Y t � t 4 a: V = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES . >a Date MOBILE HOME UTILITIES (Plant) OK except #'s ' Zoning Requirements -Setbacks -Easements 1. 17oning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch MOBILE HOME INSTALLATION (Plans) OK except #'s 3. Sewer; Location -Test -Fall -C/O -Concrete Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; MH Test -Demand -Valve -Connector 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Electricity; MH Test -Crossovers -Breakers -Clearances 7. Well Clearance & Disconnect Drain; MH Test -Fall -Flex Connector 8. Utility Clearance MISCELLANEOUS Date DECkS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date FINAL (Plans) OK except #'s Date 1. Card B-1 Date Card B-1 Date 2. Card B-1 Date - Card B-1 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 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 -i Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /= OK 0 = Not OK = Not Applicable = Not Ready r RESIDENTIAL (; Date ( Underfloor (Plans) OK except #'s f� 1 ing-Setbacks-Easements- lood•Slope 48. tg., ain; Soils-Elec. Q ; Ftg. Depth 3. Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth tg., Porches & Decks; Soils -Steel-/ /" Fig. Depth drpAindows or Exiting Doors -Sill Ht. & Dimensions $temwalls, Main; Steel- Blockouts-Wrapped 3 temwalls, Garage; Steel-Blockouts-Wrapped 6a. Id Downs and Special Anchors % 8. Slab, Steel -Wrapped ers-Fireplace Ftg.-Steel 7rQ� hr 10. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 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 v Date / / Card B-1 Date Card B-1 Date'2 Card B-1 Q�,� Date Card B-1 Date PLUMBING (Permit) OK except #'s 17 ater Htr VentAcess•Combustion Air Baffle Detector Anchor -Nail Protection 9. 2 .W.V.; Test F' ' & Anchor -Nail Protection 'Shower Pan; Test, First Floor -Tub Access 21. T t Tub & Shower, Second Floor -Tub Access 42 Gas Pipe; Sixe & Anchors Elec.,Trim & Subpanel, Breaker Sizes & Labels _--9, Date f 27 q(/ Card B-1 le Date Card B-1 Date Card B-1 a Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixt. & Appliance; Ground -Air Gap -Cooking Clearance F Lure & Transformer Clearance -Ins. Protection / Elec. Receptacles Spacing-Liqhts & Switches at Doors c25. Si oxes & No. of Conductors Stapled . Romex,lnstalled Close to Edge of Studs & C.J. ui Gr6und made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & C nductor Size GFI 29. Subfeed Wire Size // a. Cu A3.C. Wire Size / ga Cu o AI 30. Range Circle C r AI -Oven Circ. / / ga Cu or Al Insulated Neutral es O No _ - iser onductors & Ground Main Disconnect Equip-,G'Iearances Panels-Motors-Mech. Equip. ke Detector Date 2 � `.0 Card B-1 Date Card B-1 Date T Card B-1 - Date Card B-1 Date MECHANICAL (Permit) OK except #'s C35iK ucts Insulation & Support ent �xhaust above insulation and sate Drain & Overflow, Size & Grade rn a -Vent Access -Comb. Air -Return Air Vent 115 outlet itic Access & Platform if Furnace in Attic Date 7 Id 77/&/ Card B•1 Z2 ` Date Card B-1 Date Card B-1/ Date Card B-1 Date AMING (Permit) OK exceples 42. Bearing Walls over Girggrs & (L --Nailing 43. Draft Stoo in Wall (ra ofl 4 Fire o rred Ceilings -Stairs -Chasers -Tubs (45-11'eaders & Beams -Size & Bearing >ingle & Duplex) Date FRIAMING (Continued) tv"Hangers- Caps -Anchors -Connector 47. Cling. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting-Rfng. 48. Fir ace Ties or Type A Flue -Fireplace Throat Clearance 44,91"Attip,Aiccess; Size & Romex Protection -Draft Stop -Ins. Baffles drpAindows or Exiting Doors -Sill Ht. & Dimensions ar ge Fire Protection Framing / ro y Line Firewall & Openings xt. Doors -One 3' -Chet Garage 3rd Story, 2 Exits adroom- Rise- Run -Landing -Fire Protection (5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 0 57. Stucco esh-Drip ed -Fd. Vents-Underflr. Access 56 Glazing Area- Glas rotection-Skyli ts-Plast'c 60. Shear Walls; Na" g -Bolts Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows ( � r Date Date u/ Card B- Date Card B-1 C rd B-1 Date -.-- Card B-1 Date i FINAL (P ns) OK except #'s dlExt. S ps-Door & Sidelight Protection -Landings 4.oke Detector Furnace Vents -clearance -Comb, Air -Connector - ii Garage; Above Floor -Ducts -Mach. Protection e %om Exiting F.I. & Bath Fixtures & Tub Access -Spa K. Elec.,Trim & Subpanel, Breaker Sizes & Labels _--9, i & Rails ue lace or Stove, Clearance -Hearth filleq, Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 1ec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure . A.C. Duct in Garage -Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection b., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection 74'/n,sulation-Foam-Looked in Attic 86Auard Rails & Deck Construction -Post Caps tf Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clear rice Looked under Floor 0 -Yes 82. Foaing Inslld./Drive p Yes i] NoMalks ❑ Yes 0 No/Planters 0 Yes 0 No 81,XXu/co Brown -Finish Q. Unit Disconnect, Electrical -Plumbing W. e s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground e tilation Throughout House lass Protection C ections from Previous Inspections 9 as Test -Meters Tagged, Gas -Electric W er & Sewer onnected-C/O to Grade -HD Approval 9 nergy Complia ce Certificate -Other Certificates . Address Posted Date V�i(��% Card B -111Y Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: F� (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 a Telephone (530) 538-754X_ /(�?0k5No. APPLICATION AND PERMIT ASSESSOR PARCEL NUAbER .0 - - - d1l7-6W-0-60 Z°"' - - BUILDING PERMIT ow"dames WrightTELEPHONE 894-5345 SO, Fr, OCC. BUILDING VALUATION 3100- 167,400-00 "1M"E?d$9M,3de Dr., Chico, CA 95928 860.5 16 425.00 CONTRACTOR'S NAME Unknown TELEPHONE f CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 972. 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 631-80 BUILDING ADDRESS 13843 CComice Ct., Chico Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1,646.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [I Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 13 13 7.00 1.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 Bedroom 2 1/2 bath, with 3 car garage Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 15.68 PERMIT FEE $ 171.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License ,Law.for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OWEI.LINO OCCUP. SO OR ADDNS. ( s ACC. BLDs. 3.5¢FT: 138.60 N°" N.R°SIDT' MULTI -OUTLET @7.50 8 POWER SINGLE APPARATUS OUTLET CIR. 20 @ 1'00 Ex. Occup.OUTLET OR P°cruREs BAL @ .50 FIX Ex. Occup. oiJTIETS R=.DEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $1'81.60 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 25.0 Cooling 2 50.00 50.0 Hood 6.50 6. 5 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 kers' compensation provisions of section 3700 of the Labor Code, I shall ith those provisions. X Date UV Signatu- Owne ❑ Contractor ❑ Agen An OSHe for excavations over 5'0" deep and demolition or construction Hpermitis of struces in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 CONST�. TY VN �OTA EE $ HAZ. PE IMP ROOD GMAO� X This permit is here y issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to been paid. ate Daf do work Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5:38-7541�D,L J���ry�� �•:� �;�h; �^ y APPLICATION AND PERMIT /�� aSSES^oOR PARCELM ZONING BUILDING PERMIT ,q TIN 53' I� SO. FT. _ OCC. BUILDING VALUATION __ -WNER'S MAID ADDRESS •:ONTRACTOR'S FN TELEPHONE I i CONTRACTORS !AILING ADDRESS 1 I CONSTRUCTION LENDER Fireplace ENDEA'S MAILING ADDRESS Total Valuation S r ARCHITECT OR ENGINEER LICENSE NO. Filing Feb IF $ - 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checkin Fee $(0-3/-130 allILDING ADDRESS Energy Plan Checking Fee $ 3. $ PERMIT FEE = Q 0 �ISIOIVS PARCEL MAP LOT NO 1 SUPLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or hent pump water heater 23.00 SF Y Duplex ❑ Mobilehome ❑ Other Water piping15.0 0 5, SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 .(m New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 � /�� /1 a I/2 8 �, � D„ Mobile Home S G W @20.00 ,% ,- Describe Work: f_ l���lv ` ty`� ` vv/ 3 CRA am1.Q1._Ci 0 Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: CO `i _91 _C9 Proposed Budding Use: S Building Inspector: pig Date: 7 h(3D At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ❑ Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 5 Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 9 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- Z100 Fees of $ ------------------------------------------------------------------------------------- y.pact fees as shown on the attached schedule. iav�_ ------------------------------------------------ flood alifornia Department of Forestry plan approval/fr<&-49 - a'�-¢¢---- elevation certificate.--------------------------------------------------------------------- ----------------- Ta0`►• Sanitation and plot plan approval—Health Department. --------------------=---------------- ❑ 15. City of Chico plumbing permit. 1316. Plot plan and business license approvalfro the Cityof Biggs. ---------------------- ❑ Planning approval for (A) Use: O(B) Parking: _. d ;Kticroachment ontact Land Development about Improvements, ElDraina a gal Parcel. Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on E12 1. Contractor's license information. (Number, Name Style, Classification)- ----------------------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- E❑24 tter of signature authorization.---------------------------------------------------. ff2-). Recorded copy of Agricultural Acknowledgment Statement. --------------------- ❑ 26. Letter of intent on building use. ------------------------------------------------------ 027. Manufactured Home utility clearance. ----------------------------------------------- 028. Existing violations and/or expired permits. ----------------------------------------- 1129. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. other: 11 When you issue the permit, process as follows Mail to owner, ❑Mail to contractor i (Date) ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. 'Applicant:�Z_ Date: .� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air7Pollution Date: YBy: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: IBy: 1. Index permit application for the above items numbered: ( ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, byfW Date:$. .00 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner ,�} �asad�ised of the above required data by ❑ phone, ❑ mail, ❑ Building D- vision counter, by ate: Plans reviewed by: T I L�1 / Date: Plans approved by: Date: Q Sets of plans on hold in 11 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance e 4/,� owner �✓ Y2c-v-.,n%PCe- location Driveway permit 40O L/-5--3 s i ature has been issued for the above property. t y._ z .-66 date a E.H. USE ONLY Plot Plan Attached rY;�Z$ Floor Plan Attach 73 Sant to B. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �-� Z -11f y Com:ce Cf 47_G80-069 OwrYer Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for Wig. Other 4- Agll7e— Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 04/27/2000 09:07 COLDWELL DUFOU9 8943016 RITCHIE 110MIES DEVELOPER & GENERAL BUILDING CONTRACTOR Lic, No. 491996 389-A Connors Court, Chico, CA 95926 (916) 893.0162 No. 824 D01 '1'o Whom It May Concem: has lily.1 ermission to submit for a buliding pernut on Lot 9 _in Autumn 1 -lark �uhdivision. COM tC� L'T." '('hanks, Rocco Ritchie I'resides�t, gitcliic 1=tomes OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" 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. 1. I personally plan to provide the major labor and materials for construction of the proposed property ' rovement : YES . NO . 1. 2. I HAVE HAVE NOT E3 signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.proyi4e, the. proposed construction: NAME: ADDRESS: CTTY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: ' NAME: ADDRESS: CITY:- PHONE: ITY:PHONE: CONTRACTOR'S LICENSE NO. f 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: xPROPERTYOWNER: SOCIAL SECURITYER: aN;�4 DATE: � �Z��%�� NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION . Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party of record 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 than 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 Wive'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. c If yoti plid to da�your ownwork, with the exception of various trades that you plan to subcontmcf you should be aware of the following information for your benefit and protection: ' ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including-niiterials and other costs) is 5300 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, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). 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 [artless 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 confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. _,�•_.' 4Micel , C. Vi ira, C.B.O. Building inspection NOTE: Tris Owner -Builder Information is required by Section 19830 of dre Cagornia Health and Safety Code a T' OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE C� 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ /__Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES / (paid at District Office) 3. SHERIFF FEES (paid at Building Division) �r 00 Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ Commercial (sq.ft.) .. x =$ 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES / $510.00 (paid at Building Division) V 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion ## ) $200.00 (paid at Building Division) /0 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #_0 `_7 _61 Z -00 1 DATE RECEIPT #1 DATE REC Ati ROM 10, FAF off", At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) . COUNTY OF BUTTE Ali ,;DEPA•RTMENT-1.OF DEVELOPMENT SERVICES - BUILDING DIVISION P 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 U SCHEDULE OF FEES DUE OWNER C 1 �lY� l �r� A.P. # O T / —(oro -00 1 q V PROPOSED BUILDING USE e- 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ /2. -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES / (paid at District Office) V 3. SHERIFF FEES (paid at Building Division) Z� 00 Residential .......... x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units . Amt. Commercial (sq.ft.) .. x _$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES / $510.00 (paid at Building Division) V 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) J9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE f I Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy '- Applicant 3rd Copy - Owner (Rev. 2/97) ?.r`1ft!i } .A. COUNTY. OF BUTTE _ DEPARTIV�ENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION " 7 COUNTY.CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ V 2. SCHOOL DISTRICT FEES (paid at District Office) A.P.. # Oy yU00'00 I DATE RECEIPT # DATE REC 3. SHERIFF FEES (paid at Building Division)' 00 Residential .... x $360.00 = $ .. Units I Commercial (sq. ft.). x $0.03 = $_ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. t�. 5. RECREATION DISTRICT FEES (paid at District Office) 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 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). 4 (Rev. 2/97) Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner School District A.P. Number Property Owner BUTTE_ COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) CP) co (14U Un id, Building Department No. 0��-LD�o'oy Jurisdiction: City County Property Location/Address Subdivision 138tJ3 CQnrnd ce- Com. QU-1 c Residential Development Liig NPf Mobile Home Units Installation Commercial/Industrial 0 `r New Addition Lot No. q .......................... ......................................................................................... r Sq. Footage /00 Addition/ *Supplemental to (Group R) Conversion Permit # *(No € foundation inspection):................................................................................................................. Sq. Footage (Including Exterior �j /��Roofed Areas) 5.05100 Date (Moor manes reviewed by Scnool UistnCt Personnel) District Identification No oo:5 ( O 9 %� // ,, '' /� �(✓ School District certifies that James / � W 2((Q t-17— (Applicant) (Street Address) (Phone Number) (City) (State) (� (Zip Code) l has complied with the requirements of Resolution No. 1-7 �! 0 " -/ by payment of $ v U representing 3/00 square feet.-IFABi2926 S FULL MITIGATION S School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If; subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (10/98)dmm T o.0 BVr= CO1WTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number (s) o7 " Cogo o - oo 9 Property Owner Q m Project Location/Address co jy(( Subdivision Lt YY1�G1/l,I Lot Number (s) q Residential Development: (check one) ' 1 New Development _Alteration/Addition _Mobilehome(s) Total Number of Dwelling Units._�J�/� 4�: �. Comment: �i od Building epar "ent Represem at•ve Date Chico Area Recreation and Park District(CARD) certifies that Applicant Name (Street Address -. C ;cc) (City) l dg Dr 1 y (State) - (Phone Number) q S9 a (Zip Code) g c:s i _Non -Residential r-' to Residentiap. has complied with the requirements of Butte Co. Resolution No. 90-140 by: payment for dwelling unit s`@ $1,189 for total payment of $ Z40 CARD Re'pre'sentatiw Yate PAID BY CHECK NO. REMARKS: ` BANK NO. q2 - //J PAID BY CASH RECEIPT NO. Distribution: White --Applicant �i Pink --CARD park.fee (form revised 11/90) ' iclaow--Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. CHEIRECK $11$9} ,00 FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 13 WEST 8TH AVENUE, SUITE A CHICO, CA 95926 (530) 894-5345 FAX: (530) 894-3016 To: Martha Whitney Fax #: 538-2140 From: Jim Wright Subject: Wright Residence AP 047-680-009 COMMENTS: Martha, Date: June 15, 2000 Pages: Three, including this cover sheet. I have read the project soils report and have incorporated the recommendations into my design. We will presoak the soil prior to concrete placement. Thank you, James R. Wright R. W .E XP.t J -9`�.�'CAL�FOP To: Fax. #: From: Subject: FAx TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 13 WEST 8TH AVENUE, SUITE A CHICO, CA 95926 (530) 894-5345 FAX: (530) 894-3016 Martha Whitney 538-2140 Jim Wright Wright Residence AP 047-680-009 COMMENTS: Martha, Date: June 15, 2000 Pages: Three, including this cover sheet. I have read the project soils report and have incorporated the recommendations into my design. We will presoak the soil prior to concrete placement. Thank you, James R. Wright QROFESSIO, EXP.121& •••STgUCTUP�� �oF�At�F° FROM : JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. 01 2000 10:54AM P1 FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 13 WEST 8TH AVENUE, SUITE A Cwco. CA 95926 (530) 894-5345 FAX: (530) 894-3016 To: Martha Whitney Date: June 1, 2000 Fax #: 538-2140 Pages: �21J including this cover sheet. From: Jim Wright Z� Subject: 'Wright Residence Ap 047-680-009 Plancheck Items I dropped off (2) signed drawings of sheet 8, revised to reflect your requirernent for 5/8" gypsum, board on all walls and ceiling of garage at the Chico office this morning. Tr a lf;, r' Y104 -ed -� nl or- p la n Part of this fax contains the recirculation pump specification you requested. We will also use a tinter as shown in the energy calculations. I dropped off (2) signed copies of the energy calculations, revised to reflect the: skylight and the missized window, at the Chico office this morning. I dropped off (2) signed drawings of sheet 9, added to reflect your requirement for a foundation plan, at the Chico office this morning. /e A shearwall schedule is not necessary since the entire house is sheathed. We reduced the strength of concrete for plancheck purposes to 2500 psi to eliminate the need for special inspection. This strength easily satisfies all structural requirements. The 3000 psi is simply conservative: Sheet 9, the foundation plan dropped off this morning shows this revision.. I dropped off (2) signed drawings of the miss plan/cover sheet with my reviewed stamp and initials on them, at the Chico office this morning. I dropped off (2) signed drawings of truss calculations prepared by the truss engineer, revised to reflect your requirement for the concentrated load applied by the trellis, at the Chico office this morning. FROM : JESSEN-WRIGHT PHONE NO.;: 530 894 3016 May. 30 2000 10:06AM P4 May 25, 2000 James Wright 361 Brookside Dr. Chico, Ca 95928 ' Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-21401;AX Parcel Number: 047-680-009 Building Permit Number. 00-0905 The above referenced building plans were reviewed by this office. 'Enclosed is a new plan review response form. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed are your school and park fee forms. Pay any required fees at the district offices and return the yellow copy to the building division. 2. Provide -g' �rage modified firewall requirements directly on the plans. .L.YX,OKre� o� ' ( ��o}C�� ef) �e��u_ ►� d-Ct)1 , �hec�7 r �S — 6�1,e,e ��u/� �it�r� wRrr v 1 _ you fce nn .4 �0 o Y00� uv�dGrside a�� � � �7tQst 3. P vide manufacturer's s ecificatilo s for the pump and tuner fdr the recirculation system. (F r 4- provided �r rk-k-dolr� pceh-i d, �e J l VL L��y� �,-o ✓ /d e r>-ia vt v_V . S/�jzc�j ' �1 i� 4. Window runes 16 sq.f3., not 8 sq.ft shown in the energ� 961 S lght shown on the plan is not. modeled in the energy talcs. Revise energy talcs. �lc�►-t c�,2cicf_ ctbr_) OlAe_� If-Ull I 5. Provide a full foundation plan. Show all footings for bearing walls, show steel requirements Ill and holddown location and required attachment for holddowns. (Type and size of bolts) 6. Provide a shearwall schedule with all requirements from the calculation package. Locations of each shearwall is to be shown on the floor plan. All walls which are not specifically engineered I shearwails are to be braced per code requirements. Provide a braced wall schedule with all requirements for each method used. Locations are to be specifically noted on the plans also, the I" same as shearwalls. The design of this house specifically falls under the code definition of "unusually shaped" because it has trusses which are not supported on braced wall lines through the interior of the house. 7. Provide name and resume of special inspect r for 3000 psi concrete. A FROM JESSEN-WRIGHT PHONE NOL; -: 530 894 3016 May. 30 2000 10:07AM P5 I (l V/ 8. Whenever a lateral design is submitted, the engineer of record is to review and approve the trusses. please also address any truss reactions over 5000 pounds and design foundation for loads. Requirements are to be she_wn-enTd-r of unaatib-n- an", ort for truss is to be shown on the floor plan. }Pro'o i do 06166 �,Y"` SOoO P� ✓ 9. Trellis is not attached to house structure by means of conventional construction. Provide clarification of member supporting trellis, provide engineering for attachment of trellis and provide approval and engineering for attachment of the trellis to the truss tails - this last requirement is to come ;from the truss manufacturer. A n 5L-�� � C4 0.e'6 KI" --b G (C V- -C-1PI/I -e n ham— �l�- GL.�iz 6 _ U Structural review will be done when the above items are received. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Ma tney Plans Ex ' er FROM : JESSEN-WRIGHT PHONE NO, : 530 894 3016• May. 30 2000 10:05AM P2 • PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requester in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the phns/eales. ATTACH THTC WWW TA A MbV nC VfU= el AM OCVTCW I C"CO ARAM 0Cw1eW iurrU eCanccn Aum /&V/=fuA■ at Auc OWNERS NAME �VV%es W 411% DATE: - — — -- /-30/00 ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: X51 2.,0-oD PLAN CHECK tTEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S ^ iJ ` \ , vr@t C N 21 PLAN CHECK ITEM tl RESPONSE BY: (Zul� � � �' �S RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: aj FPA no (r r Cw \nt,,r ;6A &A t ':o^wA-h willc b O.r e . COMMENTS: %k y'Ept n Ina a, 'ks we, cv PLAN CHECK ITEM # RESPONSE BY: (Zul� � � �' �S LOCATION ON PLANS/CALCS: �e >Jt Z COMMENTS: COMMENTS: I O W4( aj PLAN CHECK ITEM # / �D RESPONSE BY: -�CS W !'i t LOCATION ON PLANS/CALCS: Z. COMMENTS: I O W4( aj FPA no r Cw \nt,,r ;6A &A t ':o^wA-h willc b O.r e . 11/\k1- T rt bOE.!) F"V 1w C 7v %e lorA& C I%ir 0 4 FROM : JESSEN-WRIGHT PHONE NQ. : 530 894 3016 • May. 30 2000 10:06AM P3 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM # RESPONSE BY:rr 11 LOCATION ON PLANSICALCS: .�GLVV�es W^i late 3jvecf ,2� COMMENTS: ( v 000 CS,GC e4e.,Wd✓` Oar L 6 r1 CHECK ITEM #6 q RENTS: �✓ CHECK ITEM S q GENTS: 161�-+ +car+ { .s. 1 e CHECK REM # CHECK 17EM # BY: BY: 1 ° � �f :LOCATION ON r � LOCATION ON PLANSICALCS: S �eefi 3 s ; W roif `di RESPONSE BY: LOCATION ON PLANS) %7L = /. / PPF ,* Z -X- /D = 2 2 tf-- 00 4L 0.6 C ARRX 3 // 7 � 1 12 BY: 19oy / ye fjpFC,-1 et/ -&7 4�7 PV EZ/J/NG- p+ 'It TION ON PLANS/CALCS: 1-2-0 j7CrL X&ViScr :=L -5f /Vo G-sp u P�-"C 77 o -A/ f=0/2 W _ W Ee-a/,,✓G . C I'iGL PLAN CHECK REM # (RESPONSE BY: LOCATION ON PLANSICALCS: • E FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 13 Wmsr 8Tm AVENUE. SUITE A CHtao. CA 95926 (91 6) 894-5345 Fnx: (91 6) 894-3016 To: Philo Hunt Date: June 7, 2000 Fax #: 538-2140 Pages: Tight, including this cover From: Jim Wright sheet Subject: Building Permit Number 00-0905 AP 047-680-009 COMMENTS: Please review this response to your letter of June 7, 2000 regarding the structural review of the. above referenced building plans. I trust this response adequately addresses your concerns. Please call me as soon as possible, if further information is desired Also in your letter you mentioned the Martha Whitney letter of May 25, 2000. I have previously responded to that letter and have followed it up with a subsequent letter of which I have not received a reply. I am assuming that the previous items in Martha's letter are no longer an issue. Please let me know if you know different. I am very anxious to start building, so please let me know if there is anything I can do to help the plan check process. Thank you, Jim Id WHIZ:80 000E 80 -unl 9T02 P68 02S_: 'ON dNOHd 1H9I8M-N3SS3f : W083 0 Jun -07-00 01:47P .lune 7, 2000 is Department of Development Services Building Division 7 Cougty Ccntcr Drive 0mville. CA 95965 (530) 539-7541 (310) 5178.214{, ft1X P-01 James W'dglht 381 Brookside Dr. Chico, CA 95928 Re: Building Peririit Number. 00-OSSOS Assessor's Parcel Number: 047-380-009 Dear Mr. Wright: This office has performed the structural review of the above referenced building plans. Please p, Ovide additional information and/or make revisions to plans, specifications and calculations as follows: w/1. The structural calcu!atiors. indicate that dead loads from perpendicular bearing wales are to be used to resist uplift forces in some cases. Please address the attacriment of the perpendict lar bearing walls to the shear walls and provide spscif!cations on ✓the plans showing how this connection will adequately resist uplift forces. 2. The 1.5' shear wails on eactt side of the garage doors do nct comply with the minimum height -to -width ratio requirements of the URC (see U.B.C. Table 23-11-G). Provide a lateral anafysis of the forces acting er, the structure in the east/west ,direction or provide bracing ;n this direction in accordance with U.B.C. section 2320. Provide adegi ate rave and gable end connections to resist the shear and uplift forces Shown. ;r, your calculations. %O E_v/jy Lf /t'D 6004 ,j'CtF &ge Pia,*i check wil, continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on May 25, 2000_ Additional items may be required when p!an check is resumed. if -you wish to aisc:_:ss any requirements, you may contact me at 1530%'536-7541 between the hours of 1:00 P m. and 4:CC p.m.. Monday through Friday. Sincerely. Philo runt, P.E. Plan C'icck Engineer cd Wdi1:80 000c 80 -unf 9Z0£ V68 0£S : 'ON 9NOHd 1HOI8M-NSSS3f : W08J V W m IK M y in Pc • • OR Jessen -Wright STRUCTURAL ENGINEERS PROJECT PAGE ENGINEER DATE Un) DESIGN OF C� C �� .-,��� �� p ®� .676 ' -�) �`n� = j�Z�X.e�?J � C�1�3 i�!z�� Ciy) . � �u� � M 6 �t-l.b --v C' nyec.11f 14ovi T� ej-r' TO -,�;Tiz,ucl�JIZAL' - P�,ftN -c mc 17 (f 61� T 1--b TK- tAT a5 Vj - I T 4 -P Joel- T), C --'g L ALP TH is -T-s voo, I u",) 1+01T 00 P9V, ff-S K 6 FOR - U60- -5'Ec- 2318 3. 1 ov r--5 /vor .,41 co tA/ ll� c/ -18F 0,,t:-- -/viffMlf(-S 2-0 79,4-AV,--C-X J -1V 11--xlcesi op 45;-OALI�7-. 8d WUST:80 0002 80 'unf 9T02 P68 02S ON 3NOHd IH918M-N3SS3f wodj • PROJECT i ENGINEER DESIGN OF S E Jessen -Wright STRUCTURAL ENGINEERS 'Ag Elf i IT— PAGE DATE 6/V (ALVA Z60 M 17 iA �)c 1 .90 t, -�. �.�. r A.- N..., avi, S Wwt l Q . 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A 10 YV 1 -i[i [[yy//,(y�\/�� oC] rd wuzT :80 0002 80 .unf 9202 P68 0£S : 'ON BNOHd 1H0I dM-NdSS9f : W083 PROJECT iIr ENGINEER DESIGN OF o) • Jessen -Wright STRUCTURAL ENGINEERS PAGE DATE TYfic,AL JOTS :.. NA k c. l . tom . Cov-,J OM" .... `rP C c, APA . L _ ISnom. 5 S Ti u- -200.11o/Ff X j- ki R —v 2d WUET:80 000E 80 .unf 2020 ]- 70,'c, L° 9102 P68 02S : 'ON 9NOHd 1H9I6M-N3SS3f : W08A • • FACSIMILE COVER SHEET Date: �o/i /00 To: From: P14 l L- o 4/A0-- —r34-5739-7!5;41 Subject: '7—,4 04ES ,A, /Gl / 7 - Number Number of pages (including this cover sheet): 3 Telephone Number of Receiving Telecopier: 92 5 - 46 3 -.3 2 95� If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: Review and respond accordingly. 0 For your information only. ILS ", AM '.S- 7' � JM WA(61�% ZR& -c tI 4 6 7-14+7- GA/4!F D/SOV -r-r& 29 CAI 7f4E- his r7Z vrf /Q&: -M /6 s' J1,10;V /20 C®NC -rv�r lit /►�1� f�v�r,✓ �� �O v S'E� ANY' pi2oY� 2s w�7--f � Sincerely, 7VGo/1�/UECT7�/S CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify us immediately by telephone, and return toe original to us. Thank you. r TRELLIS FRAMING PLAN CONT. 2x6 REDWD. BLOCKING -, B.O. BEAM +9 -0 �. 2x8 REDWD. CONT. ti T.O. PLATE I $ PLATE 1/8" x 3" - SECTION NO SCALE T.O. PLATE +8+8/-0 172" AT O.C. 6x1 �- 2x6 REDWD. AT 24" O.C. CONT. 2x6 REDWD. W(4) iA001) —I S�R�vJs f�/1�IT A..Q DI ♦TL PRE -FAB TF SEE: PLAN NOTE: SEE. 3/A-6 ADDITIONAL INFORMATION i2 . I II I I I I . A66 , S , o : .. 0 N 2x4 R I I AT 24' I I TYP. TRELLIS FRAMING PLAN CONT. 2x6 REDWD. BLOCKING -, B.O. BEAM +9 -0 �. 2x8 REDWD. CONT. ti T.O. PLATE I $ PLATE 1/8" x 3" - SECTION NO SCALE T.O. PLATE +8+8/-0 172" AT O.C. 6x1 �- 2x6 REDWD. AT 24" O.C. CONT. 2x6 REDWD. W(4) iA001) —I S�R�vJs f�/1�IT A..Q DI ♦TL PRE -FAB TF SEE: PLAN NOTE: SEE. 3/A-6 ADDITIONAL INFORMATION I 2x6 RMWD. I I SOLID BLOCKING I I AT 48' O.C.. TYP. II II . II it �• I II ij ( I II II II It t I � I It N II A-3 i I II N II tI It II II . II I I II I I II I II It II I I I I' II I I�----- -- - - -- ---------------- �------------ ------------------- 2 / TRELLIS FRAMING PLAN June 7, 2000 James Wright 361 Brookside Dr. Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-0905 Assessor's Parcel Number: 047-680-009 Dear Mr. Wright: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: . The structural calculations indicate that dead loads from perpendicular bearing walls are to be used to resist uplift forces in some cases. Please address the attachment of the perpendicular bearing.walls to the shear walls and provide specifications on the plans showing how this connection will adequately resist uplift forces. ✓2. The 1.5' shear walls on each side of the garage doors do not comply with the minimum height -to -width ratio requirements of the U.B.C. (see U.B.C. Table 23 -II -G). ✓3. Provide a lateral analysis of the forces acting on the structure in the east/west direction or provide bracing in this direction in accordance with U.B.C. section 2320. Provide adequate eave and gable end connections to resist the shear and uplift forces shown in your calculations. VOC SEc 73/8.3 • / ro6,s /Vv r sK (_or&/ T/t� vSE of r�/t jFT7Z, ��� Com} �r �J i �v EXG 6511 , 0' < Ta�/j721 Gr/r9>I/ /SO /-�2 T�^'1 �/l�2/G t/r Plan check will continue upon receipt of the above items and those items listed in the sj{� letter sent to you from Martha Whitney on May 25, 2000. Additional items may be *- Top required when plan check is resumed. If -you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. p� <srtrs Sincerely, /'2--__;�2vC1-70N rn A -.rd. (,,.. Philo Hunt, P.E. ' Plan Check Engineer May 25, 2000 James Wright 361 Brookside Dr. Chico, Ca 95928 Department of Development Services Building Division 7 County Center Drive Orov111e, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-680-009 Building Permit Number: 00-0905 The above referenced.building plans were reviewed by this office. Enclosed is a new plan review response form. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed are your school and park fee forms. Pay any required fees at the district offices and return the yellow copy to the building division. 2. Provide garage modified firewall requirements directly on the plans. 3. Provide manufacturer's specifications for the pump and timer for the recirculation system. 4. Window nine is 16 sq -ft., not 8 sq.ft shown in the energy calcs. Skylight shown on the plan is not modeled in the energy calcs. Revise energy calcs. 5. Provide a full foundation plan. Show all footings for bearing walls, show steel requirements n and holddown location and required attachment for holddowns. (Type and size of bolts) 6. Provide a shearwall schedule with all requirements from the calculation package. Locations of each shearwall is to be shown on the floor plan. All walls which are not specifically engineered shearwalls are to be braced per code requirements. Provide a braced wall schedule with all requirements for each method used. Locations are to be specifically noted on the plans also, the same as shearwalls. The design of this house specifically falls under the code definition of "unusually shaped" because it has trusses which are not supported on braced wall lines through the interior of the house. 7. Provide name and resume of special inspector for 3000 psi concrete. 8. Whenever a lateral de� n is submitted, the engineer of record i to review and approve the trusses. Please also address any truss reactions over 5000 pounds and design foundation for loads. Requirements are to be shown on your foundation plan and support for truss is to be shown on the floor plan. 9. Trellis is not attached to house structure by means of conventional construction. Provide clarification of member supporting trellis, provide engineering for attachment of trellis and provide approval and engineering for attachment of the trellis to the truss tails - this last requirement is to come from the truss manufacturer. Structural review will be done when the above items are received. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely Yartha tney Plans Examiner FROM : JESSEN-WRIGHT , PHONE NO. : 530 894 3016 Jun. 08 2000 11:53AM P1 FAX 'TRANSMISSION JESSEN-WRIGHT STRUCTURAL, ENGINEERS I 1 3 WEST 8TH'AVeNue, SUITE A CHICO, CA 95926 (530) 894-5345 FAX: (530) 894-3016 x To: Martha Whitney Date: Fax #: 538-2140 Pages: From: Jim Wright Subject: . Wright Residence AP 047-680-009 COMMENTS: Martha, OFF- VNi) L- (0114- June 0f1 June 8, 2000 Ten, including this cover sheet. Is it safe for me to assume that you received the fax addressed to you dated 6/l/00, regarding plancheck issues for the above referenced project? Is it safe for me to assume that you received the original copies of my response to plancheck items that I submitted at the Chico counter 6/l/00?. Is it safe for me to assume that the plancheck process is proceeding forward without any current holdups on my beha)f? I received a plancheck letter from Philo June 7, and sent any response Early AM June 8. In Philo's letter he seemed to indicate that there are still outstanding items from your letter dated May 25. I addressed all of these items and submitted them to you June 1. His letter indicated that plancheck will`not resume until I have responded. Please explain. Can you please give me an estimated time of completion for the plancheck process? Please write a response to these questions and fax back to me as soon as possible. Thank you, Jim FROM JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. oe 2000 11:53AM P2 FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 13 WEST 13TH AVENUE, SuiTE A CHico, CA 95926 40 6) 894-5345 FAx: (9 1 6) 594-3016, To: Philo Hunt Fax #: 538-2140 From: Jim Wright Subject: ' Building Permit Number 00-0905 AP 047-680-009 COMMENTS: Date: June 7, 2000 Wages: `fie, including this cover sheet. Please review this response to your letter of June 7, 2000 regarding the structural review of the above referenced building plans. I trust this response adequately addresses your concerns_ Please call me as soon as possible, if further information is desired Also in your letter you mentioned the Martha Whitney letter of May 25, 2000. 1 have previously responded to that letter and have followed it up with a subsequent letter of which I have not received a reply. I am assuming that the previous items in Martha's letter are no longer an issue. Please let me know if you know different. I am very anxious to start building, so please let me know if there is anything I can do to help the plan check process. Thank you, Jim LOiN o Vkv� W �,�t�r FROM : JESSEN-WRIGHT PHONE NO. 530 894 3016 Jun. 08 2000 11:54AM P3 '11i n-CY/-.00 {)I. _ G/p June 7, 2C00 Department of Development Seli•v-ices ]Building Division 7 Caivav Center Drive Otovilie, CA 05965 ,330)538-754;. (530) 538-2Ia% I:AK P-01 James W; ig, :t 361 Brookside Dr. Chico, CA 95928 Re: Building Permit Niumber., 00-09os Assessor's Parcel Number: 047 -980 -MQ Dear Mr. Wright: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 4 , The structural calculations indicate that dead loads f, -OM Perpendicular bearing walls are to be used to resist uplift forces in some cases. Please address the attachment of the perpendicular bearing walls to the shear wat!s and provide specifications on the plans showing now this connect o,) will adequateiy resist uplift forces. 2. The 1.5' shear walls on each side of the garage floors do not comply with the minimum height -to -width ratio requirements of the U.B.0 (see U.B.C. Table 23-11-G). 3 Provide a lateral analysis of the forces acting on the structure in the easttNest direction o- provider bracing in this direction in a::x;ordance with U.B.C. section 2320. 4. Provide ade-quate eave and gable end connections to resist the shear and up!ift forces shcwn iri your calculations. Pian check wil; continue upon receipi of the above items and those items listed in the letter sent to you from. Martha Whitney on May 25. 2000. Additional items may be required when pian check is resumed. if you wish to discuss any requireirients, you may contact me at {530; 538-7541 between the hours of 1:00 a m. and 4:00 p.m., Monday through Friday. Sincerely. Philo Hunt, P.E. Plan Chcck Engineer FROM : JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. Oe 2000 11:54AM P4 "Allik. PROJECT IAft.'�-.Vt ENGINEER DESIGN OF a--eS Jessen -Wright STRUCTURAL ENGINEERS �l PAGE DATE . ..... tl"A Jt . -il , � tf, TYA(-AL of) &h -c'- -�.T - -,o "-- C, I F I i: , 6 rr J Qi T.101*111j:, i.. T K G. C, nR64 t--( S C9 Oerft fi�6 7 LOA; U C -et C 16 -A TU Yoo <�-Tl LLIL. Co V&,e s 7 -IN, C*,oAo i 1/c�� = 000. 2: .60 AG/Ft, X ? �,f 2 -.Geo , I FROM : JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. 08 2000 11:55AM P5 PROJECT r� ENGINEER- DESIGN NGINEER- DESIGN OF Jessen - Wright STRUCTURAL ENGINEERS TJ= T c �,J* f PAGE DATE 4 a rt.' ' X4.1., '..E ... - L 57A, Z4 57aAlIPS :.n.,,...•� +�a..., f < ` oma. ` 6Z �e. L ST i 4,6 SiqR `taJ A p � � NS )qL 74,07 J. U o6 Tn. Z 6.� Rwf�o S�Z✓1 U ' L 71-tL Lam.` �T/D-V Ta.� v 7�U .1 7-r V4 _14'`' T. Anox TitF -Tl+'bl.T- T�+E NET iolkllLu rev � o � 61"�'A (3:A....: N' TO0 f7'(0 YV s FROM : JESSEN-WRIGHT PROJECT ENGINEER DESIGN OF T PHONE NO. : 530 894 3016 Jessen -Wright STRUCTURAL ENGINEERS 0V\j Jun. 08 2000 11:56AM P6 PAGE DATE �D 'lXlK i � f AIt WWII . 9Vc,.L�a .-. 5:._�.. �c1s3.6.'. iS�r 2UA 6 �� 5�.fltit� 7 ZZ = is c .,t t . z . Z,6 0 At (nc/-00-P, j�e r SD n iS rte =. IS) o 0 . FROM : JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. 08 2000 11:56AM P7 Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER rte, DESIGN OF PAGEIt4 I DATE w�tl YV►nr - I S L�) LO�� -U.S: - j S -S -O.: Is i 5 iNC/c nen G. _ Y1a (ki,�S192. �t-(6y. ►+nom �� w►nT 1U�� t�t�! � _ ��33►7�-�{l l 4�3 3)(►2,)�.1C,5: w� �-�fit.s � FROM : JESSEN-WRIGHT PROJECT ri ENGINEER _A, 6;j DESIGN OF S t-vt,,.r PHONE NO. : 530 894 3016 Jessen -Wright STRUCTURAL ENGINEERS �(g kklz CYp) -1,� I �t PA OT rj AA _ (1511 tiiP) uuo -c Jun. 08 2000 11:57AN P8 PAGE lA. DATE 1 OAR 14.0 [4Uw V6 FAW FROM JESSEN-WRIGHT PROJECT V v ENGINEER DESIGN OF `VVLP, PHONE NO. : 530 894 3016 Jessen -Wright STRUCTURAL ENGINEERS WA`k U--4-1st W-06 13 Lz4vj Ci zot zk, 0-j-) Dj Jun. 08 2000 11:57AM P9 si 1� ,NL P, IrA P, > Na.. 0VV% vv"�,r r -17 PAGE �• -- ..._. DATE o Lan T 1,+G>- 9 o6F 7) ..K 1p .4,(.-,ATZ5 IT .4 Cl c, - r. I L 3�_ " �X:, A 1--T) rTis voo .� - T C) FROM : JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. 06 2000 03:54PM P FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 1-3 WEST 8TH AVENUE, SUITE A CHICO. CA 95926 - (530) 894-5345 FAX: (530) 894-30 1 6 To: Martha Whitney Date: Fax #: 538-2140 pages: From: Jim Wright Subject: 'Wright Residence AP 047-680-009 COMMENTS: Martha, June 6, 2000 One, including this cover sheet. Is it safe for me to assume that you received the fax addressed to you dated 6/l/00, regarding plancheck issues for the above referenced project? Is it safe for me to assume that you received the original copies of my response to plancheck items that I submitted at the Chico counter 6/1/00? Is it safe for me to assume that the plancheck process is proceeding forward without any current holdups on my behalf? Have the drawings and calculations been forwarded to the engineer? Mike said that he would add a note to the plans asking the engineer to contact me prior to beginning review and I have not heard from him. Can you please give me an estimated time of completion for the plancheek process? Please write a response to these questions and fax back to me as soon as possible. Thank you, Jim SSBM_6 4:59 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/11/00 ------------------------------------------------------------------------ Description >> RB -1. ---------------------------------GENERAL-------------------------------- Span (L) > 23.250 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .077 kips/ft , 47 TL Uniform live load > .088 kips/ft'� 53 c TL Uniform total load > .165 kips/ft End reactions ........................... DL > .895 kips LL > 1.023 kips TL > 1.918 kips Design loads ............................ Total load moment (M) > 11.149 ft -kips Total load shear (V) > 1.918 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > .989 Apply to Fb Size factor Cf > .900 Apply to Ft Size factor Cf > .900 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 << Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc11 E DFL N01 989 608 95 625 1305 1700000 ----;---------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 13.250 inches Required Actual Comment S (in -3) > 135.270 160.932 <ok> A (in"2) > 27.410 72.875 <ok> I (in"4) > 1066.176 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .599 inches L/ 466 <OK> Live load deflection > .319 inches L/ 874 <OK> Dead load deflection > .279 inches Minimum camber (glu-lams) > .419 inches <1.5*DL deflection> Standard 20001R camber > .405 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 3.069 in"2 Minimum length > .558 inches Assuming full width bearing m ■■v■ ■■ ■■■■ i% on STRUCTURAL CALCULATIONS FOR WRIGHT RESIDENCE AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047-260-138 COUNTY OF BUTTE CALIFORNIA QROFESS/�N� J/ NO. -34. 's EXp.� •'•STgUGTVPP' OFCAofF , April 27, 2000 JESSEN—WRIGHT STRUCTURAL ENGINEERS 113 West 8th Avenue, Suite A, Chico, CA 95926 (530) 894-5345 FAX(530)894-3016 Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER DESIGN OF /-., Q 6 j PAGE I DATE !q/0-0 v i JL4 1 266--,13 I��►� jo� � Woo,oElsQ- 2- v d psoc�pq-� 1- � C r ass Cs� o PsF DfS M ls(. (_ L � �� �- c�y5 F 12- 5 L 1N A L�- C, v 6 os STO CLO V2, V I fey VibW f= 2 t -v -v A i N b ZACo')A lb" 1i ok 1, 03 IN cvj) - j6w+—c,&,ZeuLs I v 'p 210 Otto 04 110 ftp N6F Jessen -Wright D STRUCTURAL ENGINEERS PROJECT ` f1 ENGINEER �� w DESIGN OF J( F)S C' .4; h L I�ve, Vert. ca lok 1) 14) 1 vo fl��s vvv�4 PAGE Z DATE U)340 l� 104)(8 +Kl( 12,2, 100 f 1,6) ? �)!5- 3 L "os jCoWTVLO�S l d -J Y2 -v T-tt X -4- Y 0)e6&rtn-J3 PROJECT ENGINEER DESIGN OF j WaL R A IAv F ovj Jessen -Wright STRUCTURAL ENGINEERS F PAGE 3 DATE =lelr2 rN6 p"T 11 —'s6lir q 191-0" W n LL- t 11.10 it 1� L4 G ) Z ,� — _ oyct -71� vie (� Ll rc.t 1953 9X33 = 2,071 j, prer fir`` 11 cicf �3, S to -vi Vv d+ ,re-�-V t •1 L� � �o f � PJ'S G"VJ e '� �i 4� ��i; Cp� I�vf� �-U� .� `vim � �� ���w4� U✓ ��(.. �.S PROJECT �,k ENGINEER DESIGN OF LL" (1 Jessen -Wright STRUCTURAL ENGINEERS It S rt�;q f -)ALL -S. PAGE_ DATE _ �r— Y ,831 o i_ . 1. 5;VN(� 1'vtrz. �;' -�> rA0T IVD NGT' T5«-t� + NO 4�3 A) T = CU7 0)15': 76 6 Lb MLTl OfLIFj i r W-0u0uW Yv) � V-'-.) C; .-� c M fSUr1 D Z A W V rjc�o A) 5 f 0 0 rJLV 4- I A or- k -2,) - 1 -4 A 1) .9,,. t ( &4 41 A f -0-.SF— b 3 Z L-01, BA jo C "vs PROJECT ENGINEER DESIGN OFIF Jessen -Wright STRUCTURAL ENGINEERS CC) /lii vo 5J6 c- AA, fu-Jifiv �v U cvz I uV,0 M,T f Af, 4 Ll Z) o. T . -Yv �� N -et ]s l� LL Ll 0 o VJo U m PAGE DATE O U�2T�✓�v�) uy� b .. MDT:-- 6b) rJ WT 0Wk T uIZwINv x + 4% No 7VO j o V6R 7o✓zv� f rj U Jessen -Wright STRUCTURAL ENGINEERS PROJECT.1�.� ENGINEER tel) DESIGN OF 1�' PAGE 6 DATE 0 c I� U Poi T- lt,4k (,Joel L� v COi IIV&LY sThVsa 70P ftT 1.7 USC- ____JJD -2- H 1"I f :co\-d5VAVal Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEERy� DESIGN OF Miz PAGE f DATE q1 Za 6 L w LC vv1 R >.> %T W 0 1401-Z) (Od was - 1� �hz lwv) L, C, �� �-— al y 3: 10, WnAl Nv Vz- lsz o Z, rvo = is19 (o) + 3() Lt Cy, = i1n _ Z L-A fT 7 EwSt01/i PROJECT ENGINEER DESIGN OF MOT z 31136 - f -1t0 Jessen -Wright STRUCTURAL ENGINEERS iE MH PAGE DATE OK - QYW��L���,/ fVb PROJECT % ENGINEER 1 \A DESIGN OF LJ ALL Jessen -Wright STRUCTURAL ENGINEERS 13Hq �Y# CD y `{ z L4 AN 13 4 9 z6,z L- 9) = I !� W(Yo 'f -(� w// To 1�-jk Lo vi. 1,o -4 4 PAGE DATE L N 1Z MST --\A)FST Ding -c -J 1010 l< 6 � 5 r ti.. L Vjj 0 t.d PROJECT \ ENGINEER VV � DESIGN OF r -,A gat_ A-" Jessen -Wright STRUCTURAL ENGINEERS F% PR fel ikl , PAGE DATE L L�ILL L ,) " LlAb 6K D TL - VT -L 3cg Lt 3 Fv .7- Iczs (q5-)= --r - L Z 6 �z Lb Y1 -` . o t( C) Ll , `�' -T-":: �V ; lav STRUCTURAL CALCULATI011S FOR WRIGHT RESIDENCE AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047-260-13 8 COUNTY OF BUTTE CALIFORNIA ���QAOFESS/pN�l � e a� N0.34 0 • EXP. P tp\ ••.S�U��vP:: •��Q, e gTFopco�o��Q, April 27, 2000 JESSEN—WRIGHT STRUCTURAL ENGINEERS 113 West 8th Avenue, Suite A, Chico, CA 95926 (530) 894-5345 FAX(530)894-3016 f Jessen -Wright STRUCTURAL ENGINEERS PROJECT r e CY e ENGINEER DESIGN OF / () 6 jo, co vill'\ I��►' *�- 6-vv\ t- of vL�� 67 AivJ lkit b',Jf. C-C--jLkrJ'& M li L L t_.. c.__. YA -,,v 1:; 6 U PAGE DATE 00-0 INALL 110A�os S-Fo C -co V2, V I NfLy woo F2av,:e,v\j6 oR, q -=- (z, s- -:- I , 03 0 cvj) - , I � W +— C�V-�TKOLS • Jessen -Wright STRUCTURAL ENGINEERS PROJECT ' R, ENGINEER DESIGN OF E F -)S C' Ott PAGE Z DATE /0 - Rue> aoo� �'t. e +1S; �t 1%rt. iri�- vvj,�k = (6 Ib �)cl l) (I oi,p Erq�7 _ vi vvv t� = v.3 3)0if) ) z U)340 �b 1,6) fl ? L I fb� fft Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER DESIGN OF 19 4 W Y)u_ E PAGE DATE (:7 T F I �4 ITS L4/ a I cj' nItt L 21.r _ R) 20 -� p �c.t GLS t %/�f+-� GI//LL ✓%2Lrf/SIS i/�L[`% f�C��2L�f. PROJECT ENGINEER DESIGN OF W ALL_' ' � Jessen -Wright STRUCTURAL ENGINEERS S �L---;q ()WJE*.. -s PAGE DATE 360- 4:p VA I y, S .S,.,Le mQ » rnor No Nor irnrscuv + No SON PA'D T -1cillAb) 4-AAN) 00�t-f 1� Lb Nor U P�«T N QTc d �'I�� ��i.=�;►1 �=���� r ���,.d � i �i�:r I-bi3O)WA)s -Ji aolm-ole = e�z 1bAt 104%— 06C -)MWS z3-1i+ll PROJECT ENGINEER DESIGN OF I(U ALL Jessen -Wright STRUCTURAL ENGINEERS colyo S PAGE DATE i M,T �� Lolz,�3kz) 4 (1 zid" ZAUDC�, Ll,z) � )L,4 �: zy d fl -� rj 1 s ALL `0 ��I0o �� CD m 0 Qe)1L TU✓LVJ uVo `7 ., flAoT = � 400 Cb) 4- `� + 1 4 CIS1B 6AtL NO L -Z, �+�` �) = 14 OV, PROJECT ( 1 .1Z,- ENGINEER DESIGN OFI v 1, Jessen -Wright STRUCTURAL ENGINEERS PAGE 6 DATE Woo rw- C �^1 V 1 2 Lt� 5� _ V T6 Pow Uk WoAl WIVDT- z- I cl� (�j .:: 11 -7 v� C.t)�S(---R tY&LY ������ La �)P V spy Ib Ov , soy.�� 3.10�L {77b1( 4-,2h1 No NET Aster Z erg La 3 car .sra--co /go Zo 7 ld/rT " CIG' 9ds C--) ��z" 260 Jessen -Wright STRUCTURAL ENGINEERS PROJECT ' d ENGINEER DESIGN OF �/ = �.{ 131 i� � ► fA2 PAGE i DATE 1401,0- i0dv*050- �Gy� 1 wv,) MOT = ls,b, 9 (�) -4- 3oLt. N) = 137 4 D Ma, = 3 z) L-A f t -16 N 6 /))LT 1 Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER DESIGN OF Ir 6 Wtfvl� - (� PAGE a DATE Xo 11 ou Lzk CA%L VJ VIIL � MT _ p 410 MT OlC I Q ��J5)0(:L1dth/lo 2 ►M, r .' tj C Y& J � lu-[,) AN 5 fu, ��� 00 vostov PROJECT ENGINEER �n DESIGN OF V V ALL Jessen -Wright STRUCTURAL ENGINEERS 13Hq %Y#CD U .�� y4 -11 z i e8, q I - ANT 134 CLI) = I j, Wim. E f -I� fv�iz oJ '10 -L A)v .TIE/War � a w// To r�k LP Aja s7; 2-9 - -1, rjDT PAGE DATE L T +qr WEST�- A PROJECT ENGINEER \ VV �- DESIGN OF Jessen -Wright STRUCTURAL ENGINEERS WOE Fb 3p. p P1 PAGE tv DATE It LH L/(jA LlAb 6K D TL - Ig _ �� y i`✓� VT -L 31 Lt 3 Fv- c z s (q:0 : --r L ZS,6 Lh Y/b . Ulc J, STRUCTURAL CALCULATIONS FOR WRIGHT RESIDENCE AUTUMN PARK SUBDIVISION PHASE I LOT 9 AP 047-260-138 COUNTY OF BUTTE CALIFORNIA 4 QROFESS/pN� N0.3 i �_ EXP. L—cy. OFCgL�FO April 27, 2000 JESSEN-WRIGHT STRUCTURAL ENGINEERS 113 West 8th Avenue, Suite A, Chico, CA 95926 (530) 894-5345 FAX(530)894-3016 Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER DESIGN OF / () 6jo, PAGE DATE !110-0 V n L4 `7 - 260 A 2.c 1, C.()-V\P r ) rj21 a110-5, F 10L.- � W000/ os a In I. V\j TYZ us� c- si o - f-sF -LI-AlrS OL- 67 kli 'kit )OSP 12.0 S W a LL 110 VIA jos STO CLO V2., q fey VJCA o P 2 n;VA ► 0 b ZAC�)A �J S u L^ V-1 i u'(J {M l SL . 1, 03 W (w) , . I 6 W -�-- ca,�TrcoLs Jessen -Wright o STRUCTURAL ENGINEERS PROJECT ENGINEER c V DESIGN OF 4� FiS C. F� vcrt vw Ifi LI) I t 6� PAGE DATE f-oo� W�. = LI°I3�� (I Z�c I.IZ)� = U)349 lb C ) CLI I I o�-f)�8 �tC J IZ.Z, loo 16 �)s3(o l fft PROJECT ENGINEER DESIGN OF iSTA 1191 F �Qdd Foovi Jessen -Wright STRUCTURAL ENGINEERS d, -j n F PAGE DATE Art �wd 2Y 11 t{ tglln'l W nu_ E C' T F L 1-4 )4 o het () ' f T J a 195 3� 9 4 `33 = 2,071k/ C)e_ = i l z'- 1clwd! cat �rr�� y 1 v� ' : �)�Ftc�vJ ,'%� � ��Q,� we PROJECT ENGINEER DESIGN OF �LL� Jessen -Wright STRUCTURAL ENGINEERS W L ---;q �Jlr -ILS PAGE DATE V= �IZI�t�C26�3)'�" 36oS� it ' H%91 -1 3 'i' S 11,9-- (-I Z - + CCBtU 6 3 J .rVVv T ILI 1A16) iVAl2 14 Sfo f, P41,- UCC MiW: �.�-l�-�I-�►� N(JTG to r),dy�IL r'f����� PROJECT ENGINEER DESIGN OF r V ALL Jessen -Wright STRUCTURAL ENGINEERS Codi �o S PAGE DATE I co L) A. M.oT (A f, 4 (IZ,v'vzkl 7) P Ill L� �Ll0o Ido U m M oUel2Tu✓Lvljwwb MOT -1400 6) +- I I � ( 4) -- I I,l mo,:: I � J"9 VJo Na ovrk T-urkvdp-Jv e` f ylk :: N o w j o VbYz 7u vzvj `rj L -Z, N r �) = 14 o b/�-t S ltd PROJECT IPI1 .1� ENGINEERI DESIGN OF 9 1 \7 � Jessen -Wright STRUCTURAL ENGINEERS �I U Pow T6111A PAGE DATE_ m v� Co 8C- RU IV&LY .S JVS70P V� soy Ib M -T= �SOq(-7) 0 N ET TL�,-,J , (on] U SL' liD 2- )9 j "lf : _ 610�-j s SIA-VoW - Jessen -Wright PROJECT STRUCTURAL ENGINEERS `�1n � ENGINEER DESIGN OF PAGE ` DATE YV�o-:: 21 q13CLI) rA2 - �3 cS)2�+-(16 41-wLG VIA YJ7 i0dwv)s wa�)u "GI, �/ _ ►S6� db MT = IS' b,9 C�� �- 30Lt. N) _ -54E6-a,– vy- A, 1 -6y l,zj PROJECT ENGINEER DESIGN OF Jessen -Wright STRUCTURAL ENGINEERS PAGE a DATE OUL�2 ,Soc K�- W v�t� f006 L (1)) MOT ::7 p 4�0 T 35 D - Q -:w6Jo&cINv PROJECT ENGINEER DESIGN OF V) A L_L_ �\ r Jessen -Wright STRUCTURAL ENGINEERS 13HH '] z J. H, I j - - C-8, - � I . tV 1. MT: 1349 Cc6j 6, L C-1-1) j Li D� 10 -L G b 00 r W l I un) w// j o bri1 L .oipvo �4- tool lbllljvj PAGE DATE L T T �: PROJECT VQ ENGINEER \kA1 DESIGN OF r Jessen -Wright STRUCTURAL ENGINEERS L -U_ PAGE b DATE L It -f- e0i 116/i, WDL- Fb ��' (I Z5 �'J SVS ) •J V �' �.1✓ w'(. 0/C E6 6�7� D TL 1/rL = 39 Lt 3 Fv= � L � 6 7 LhYa '. occ PC-ECT PROCESSING: -:ORD APPLICANT:, OWNER: - . PERMPr #: A. P. WORK DESCRIPTION: DATE pMCgrp rioN OF STEP �J C) 4 -v - (s •1q•00 n C, Year 1ps 49J9 , 'a44� JC) . • • RESIDENTIAL PLAN REVIEW- GUIDE SINGLEFAMILY, DUPLEXAND MISCELLANEO US ONLY Owner: KI ntrur Building Permit Number: D0 - 0g0S Plans Examiner: A P. Number:._ GENERAL: rY Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. /K Proper description of work on the application. f8� Existing violations on the property. zL Recorded notice of violation. _ PLOT PLAN: ,OK Complete parcel size and dimensions. �2 Setbacks, side yard, easements, hc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard- 0Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9 Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage fireNrall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9:1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 n p� lj ConG1'eT"�i braced ctI re -C,* i (6 6�J On S P +'1 ��jj rr RUCTURAL DETAILS: GU's i� { no fcc- on r (Cul * #Afrare e QCC-_,t L 1 Conventional construction - Unusually shaped =(Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code section 2320.11.3). Clerestoryrequiring balloon framin and/or engineering.� 9 g g'p� iC�C Sled uh %tsr Three story building requiring engineered calculations and plans. , q Foundation plan complete enough to construct building. OL)Oe � � %,��i- Floor construction details complete enough to construct building.�G� f �ri�jr b�u 7 Elevations and wall construction details complete enough to construct building. ' (8. Roof construction details complete enough to construct building. -9. Rafter ties or bearing ridge beam. U Fireplace construction details and calculations if necessary. 11. Garage door header size(s).ou �C�� neer GeV( � fove, 12. Porch header size(s). 13. Stud heights. �bfcLliS aw"4 62 y' 14. Expansive soil — special foundation design required. Frov Cle C la' 15. Retaining walls requiring design. 16'. Special Inspection requirements. 17. Header sizes. �IpU�dP,�4;rnG_ 18. Gypsum wallboard nailing inspection required. S-600 itA�ASCELLANEOUSITEMS: Stairway details — landings, rise and nun, head clearance, handrails (Uniform Building Code section 1006).' i Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Extenor plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6: Roof covering type - (fire hazard). 7. Foam_ insulation — protection. .8. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two.'exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10.. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 Attic'access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel bunting appliances — LPG requirements. Sound requirements. J1� 1e41 Energy design compliance and supporting documentation. proulde r Flashing at all exterior openings. Lt. J i 4-Im r Tor - 6. r - t7. CDF responsible area requirements. c t bf��'►') Building Pe uirements: r�Ga f' 17.1. RA 17.2. ood elevation certificate. 17.3. Fire Sprinklers required. b 17.4. Special Inspection requirements. 17.5. Use Perrot conditions. 17.6. Sub -Standard Housing letter. 'Cn On 11� I 41 ca62Z . • Page 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project`T`itl'e ...... ':` "The 'Wright --Residence .. Dat,e �.. 05/3 /10.0. 09.:37.:.23 Project Address........ Lot 9 AP 047-260-138 ******* Butte County *v5.10* o9C� ******* Documentation Author... Marty Runnells Building Permit # Energy Calculation Services a U2 (6• - 00 1907 Mangrove Avenue, Suite E P an ec Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 (-mmnliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00158S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal Component Type Wall GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing.U-value.... Average Glazing SHGC....... Average Ceiling Height..... Frame Type 3079 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Slab On Grade 14 % of floor area 0.66 Btu/hr-sf-F 0.68 8 ft BUILDING SHELL INSULATION Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments n/a R-19 R-n/a R-19 0.065 Door n/a R-0 R-n/a R-0 0.330 Roof n/a R-30 R-n/a R-30 0.031 SlabEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.500 FENESTRATION Orientation Area U- (sf) Value Interior SHGC Shading Window Right (NE) 16.0 0.650 0.680 Standard Window Front (E) 32.0 0.650 0.680 Standard Window Front (E) 15.0 0.650 0.680 Standard Door Front (E) 12.0 0.650 0.680 Standard Window Front (E) 15.0 0.650 0.680 Standard Window Front (E) 16.0 0.650 0.680 Standard Window Front (E) 16.0 0.650 0.680 Standard Window Left (S) 5.0 0.650 0.680 Standard Window Left (S) 16.0 0.650 0.680 Standard Window Left (S) 12.0 0.650 0.680 Standard Window Left (S) 12.0 0.650 0.680 Standard Window Left (S) 8.0 0.650 0.680 Standard PLAN FRONT FRONT RIGHT TO GARAGE, LEFT, BACK BACK RIGHT, RIGHT ENTRY, TO GARAGE TO ATTIC TO EXTERIOR TO GARAGE Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standar Yes Standard ( Yes Standard e None Standard None Standard None SnaaJ,aDl►� Yese R16QA�T,a'rpAR Yes ndar$e s c� PRO�JEp'� q CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R *TM' a;y, �.... :: ..., Proiect Title.. ".......: 'TYe Wrght`''Res"derive ''" - Date 05/3Q 00 0.9_:3.7 • 23 MICROPAS5 v5.10 File -00158S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal M Orientation Window Left Window Back Window Back Door Back Window Back Window Back Window Back Window Back Window Right Door Right Window Right Window Right Window Right Window Right Skylight Horz (S) (w) (W) (W) (W) (W) (W) (NW) (N) (N) (N) (N) (N) (N) Area (sf) 8.0 16.0 16.0 42.0 16.0 16.0 16.0 16.0 12.0 42.0 16.0 12.0 16.0 5.0 0.0 FENESTRATION U- Interior Value SHGC Shading 0.650 0.680 Standard 0.800 0.670 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.650 0.680 Standard 0.940 0.730 None SLAB SURFACES Slab Type Standard Slab Area (sf) 3079 HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Gas 0.800 AFUE Attic ACSplit 10.00 SEER Attic Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard None Over- hang/ Fins Yes None Yes Yes None None Yes Yes Yes Yes Yes Yes Yes None None Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Number in Tank Type Heater Type Distribution Type System Storage Gas Recirc/Timer REMARKS 1 Tank Energy Size Factor (gal) ,6 50 External Insulation R -value R- n/a dJ1jjE P a* G- �AveRtl i r PPKov CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Prri,ect' Tit'le'.::` .'. "Tlie Wright --Residence:.°- Date -.;.-05/30,/00,.09.:37,,:23. MICROPAS5 v5.10 File -00158S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal COMPLIANCE STATEMENT This certificate' of 'compliance lists • the building -features and performance. specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... James Wright Name.... Marty Runnells Company. Owner/Builder Company. Energy Calculation Services Address. 113 West 8th Ave. Suite A Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Chico, CA 95926 Phone... 530.894.5345 Phone... 530-894-8466 License. i— Signed.. i Signed.. ✓� 3C�Sb ate at E FORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date ' LO a °,•. .a S � � i Y { MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project, Title. ... The Wright Residence Date. .0,5/30/00,09:3,7:23, P t Add L�t 4 9, AP 0 7******* �ec ........ 0 -26 roress0-138 Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -001585 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulationin wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). ✓ _ *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. _ 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 VAonly. V 150(f): Special infiltration barrier installed to comply with -✓^ Sec. 151 meets Commission quality standards. _ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 7`� 2. No continuous burning gas pilots allowed. C4 FOV, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Pr6je`t `title` The Wright, Residence "'it-Date..05/30/00' 09:37:23. MICROPAS5 v5.10 File -00158S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- C� er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance ✓ with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either.automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 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 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. WA 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . �, L PPRO VE11 - MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Pr.ojg,ct T. tle,.,... ..,;,,,The:, Wright.Resi.dence na.'17•.•01 MICROPAS5 v5.10 File -001585 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Des ign- -.Enforce er ment COMPUTER METHOD SUMMARY Page 1 C -2R ,P.r.oject.:Tit:le........,... ..The,. Wright=•Residence-_.._ . Date.... 05/,30/00,,09:37:23;,; Project Address........ Lot 9 AP 047-260-138 ******* Butte County *vS.10* Documentation Author... Marty Runnells ******* Building Permit if Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone ........... 11- - .. • . Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -00158S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 18.96 18.66 0.30 Space Cooling.......... 12.34 12.16 0.18 Water Heating.......... 9.25 9.73 -0.48 Total 40.55 40.55 0.00 Zone Type HOUSE Residence *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 3079 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 24632 cf 3079 sf 14 % of floor area 0.66 Btu/hr-sf-F 0.68 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 3079 24632 1.00 Yes Setback 2dMtandard No kolie CO.V 14 p �®V61) COMPUTER METHOD SUMMARY Page 2 C -2R Project Title. The Wright, Res,idence,. Date..05/3.0/00..09,:37:23: MICR0PAS5 v5.10 File -00158S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE OPAQUE SURFACES 1 Area U- Insul Act 0.650 Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt 0.650 Gains Reference Comments HOUSE Window Front (E) 15.0 0.650 0.680 90 90 1 Wall 373 0.065 19 90 90 Yes None PLAN FRONT 2 Wall 28 0.065 19 45 90 Yes None FRONT RIGHT 3 Wall 68 0.065 19 90 90 No None TO GARAGE 4 Door 8 0.330 0 90 90 Yes None ENTRY 5 Door 20 0.330 0 90 90 No None TO GARAGE 6 Wall 712 0.065 19 180 90 Yes None LEFT 7 Wall 571 0.065 19 270 90 Yes None BACK 8 Wall 24 0.065 19 315 90 Yes None BACK RIGHT 9 Wall 482 0.065 19 0 90 Yes None RIGHT 10 Wall 124 0.065 19 0 90 Yes None TO GARAGE 11 Roof 3071 0.031 30 n/a 0 Yes None TO ATTIC Back (W) 42.0 0.650 PERIMETER LOSSES 90 17 Window Back (W) Length 0.650 F2 Insul 90 Solar Window Back (W) Surface (ft) Factor R-val 90 Gains Location/Comments Back (W) HOUSE 0.650 0.680 270 90 20 Window Back (NW) 12 SlabEdge 314 0.760 R-0 21 No TO EXTERIOR (N) 12.0 13 SlabEdge 27 0.500 R-0 Door No TO GARAGE 42.0 0.650 0.680 0 90 FENESTRATION SURFACES Right (N) Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Right (NE) 16.0 0.650 0.680 45 90 2 Window Front (E) 32.0 0.650 0.680 90 90 3 Window Front (E) 15.0 0.650 0.680 90 90 4 Door Front (E) 12.0 0.650 0.680 90 90 5 Window Front (E) 15.0 0.650 0.680 90 90 6 Window Front (E) 16.0 0.650 0.680 90 90 7 Window Front (E) 16.0 0.650 0.680 90 90 8 Window Left (S) 5.0 0.650 0.680 180 90 9 Window Left (S) 16.0 0.650 0.680 180 90 10 Window Left (S) 12.0 0.650 0.680 180 90 11 Window Left (S) 12.0 0.650 0.680 180 90 12 Window Left (S) 8.0 0.650 0.680 180 90 13 Window Left (S) 8.0 0.650 0.680 180 90 14 Window Back (W) 16.0 0.800 0.670 270 90 15 Window Back (W) 16.0 0.650 0.680 270 90 16 Door Back (W) 42.0 0.650 0.680 270 90 17 Window Back (W) 16.0 0.650 0.680 270 90 18 Window Back (W) 16.0 0.650 0.680 270 90 19 Window Back (W) 16.0 0.650 0.680 270 90 20 Window Back (NW) 16.0 0.650 0.680 315 90 21 Window Right (N) 12.0 0.650 0.680 0 90 22 Door Right.(N) 42.0 0.650 0.680 0 90 23 Window Right (N) 16.0 0.650 0.680 0 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 StandardV0.76 Standard/0.68 Standar 0 �°6 Standard/0.68 Stand-aV /0 . 6 ai jard�0 . 68 Standal2W/00,%zo Stan and 0.68 Standard/0.76:p�Sta-ndard/0.68 StaA'djV.., 76 Stand�ard/0.68 ® Ven COMPUTER METHOD SUMMARY Page 3 C -2R Project- Title:.• • . '. wThe .Wright .Residence Date -....0-5/30%00 ;0.9 :37:23 MICROPAS5 v5.10 File -00158S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal FENESTRATION SURFACES . . .. •. :Area. U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 24 Window Right (N) 12.0 0.650 0.680 0 90 Standard/0.76 Standard/0.68 25 Window Right (N) 16.0 0.650 0'.680 0 90 Standard/0.76 Standard/0.68 26 Window Right (N) 5.0 0.650 0.680 0 90 Standard/0.76 Standard/0.68 27 Skylight Horz 8.0 0.940 0.730 90 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 16.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 32.0 n/a 4 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 n/a 5 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 12.0 n/a 4 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 15.0 n/a 5 10 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 8.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 8.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 16.0 n/a 4 2 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 42.0 n/a 6.67 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 16.0 n/a 4 2 .5 n/a n/a n/a, n/a n/a n/a n/a n/a 21 Window 12.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 42.0 n/a 6.67 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 16.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 12.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 16.0 n/a 4 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 3079 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 NoAnTE "i 0.645 PPRO as VVVV �i.. J COMPUTER METHOD SUMMARY Page 4. C-2R Proje The-Wright Residence_05/30/ 09..37:23 MICROPASS v5.10 File -001585 Wth CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal Tank Tvne 1 Storage WATER HEATING SYSTEMS Number Tank.... External in Energy Size' - Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Recirc/Timer 1 .6 50 R- n/a REMARKS DEPARTV HVAC SIZING Page 1 HVAC Project r.Title.,....:..._�.,., :a:The Wright, Residence !,Date,:..05/30/0.,0,._,.09,.:..3.7:23 Project Address........ Lot 9 AP 047-260-138 Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Dat Chico, CA 95926 530-894-8466 Field Check/ Dat Climate Zone........... 11 .. ,,. Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00158S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3079 SF Res. -Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used..... Latent Load Fraction....... Description 3079 sf 24632 cf Front Facing 90 deg (E) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 21980 7707 Glazing Conduction ............... 12277 6852 Glazing Solar .................... n/a 12527 Infiltration ..................... 15576 5118 Internal Gain .................... n/a 2325 Ducts ............................ 4983 3453 Sensible Load .................... 54817 37983 Latent Load ...................... n/a 7597 Minimum Total Load 54817 45580 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Apon0imp LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: Address: AP#: .89 Loren Avenue Chico, CA 95928-7434 SAM,!�7S Wrz/G11T Lor l rc�n�.tl �rzh- -5a-97-b . GrvlGo Job No: INC. fi✓!2 i�r/T' Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle - c Sacramento, Ci". 95828-2522 (916) 387-0116 APPROVE'ONSPECTION Timber Products In"s`pe4 ,IPARTME nc. P.O. Box 20455PVD Portland, OR 97220 i (503) 254-0204 o0 -.0905 i LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. . (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. Af 6�7-M-l36 This review is only for general compliance CO with the contract documents and general conformance to the project design concept. The engineer who has sealed these documents is responsible for their design. Date: /3 i`0c) By: Jessen- right Structural Engineers 110 6ff l l IS IV Aug 1 rL&S" GAULL (NII DLIAII. S I PUIIGUACK (NAIL Ill LINGER 12' II.C. ) (BRACED AT 55' D.C.) �, , ' III Is IIWI] I, ITT IIA It11) IHIM 1'11101I1110 Ilit, H1 rinAli c It III III �I 5`� A35 LEUGER (NAIL _ J \ 113(K ) 10 VERIIUI W/2-I0J IIAILS) -GAUL IK) SPA( IIu FUR 113 = 56.0' U. C. REFER. 1(1 SIH'SIIN CAIALUG (-9411-1 FOR PRUUUCI AIIACIIIIENT SVECIFICAIIUN (ATIACII A35 IN FI OIP.EC11(14 (PI) 0 (H) 2X4 F.L. OR II.F. 12 OR I N) (G) 0 BTR SIRDI'IGOACK BRACE (tl) 6.U.C. MAX RUIJ: HAIERIAL DUILU(II:ER f C) / GABLE [III) /(j2X6 UI ' "45 2X LEDGER — / C(A111U11 TRUSSES S TRUNGGACdj Y. BRACED AT 55' O.C. (C) IX4 CDIITINIIIIIIS LATERAL ORACIIIG FOP. BRACE ( STP,UNGUACK ) MEMBER LUNGER IIIAN 72'. ATTACH AT HIOPUIHI Or EACH GRACE W12 -OJ CCUFIMIIII IIAILS. 24" MAX GABLE EIIO 101 1 LI: 101 t 101 -SOL '01_ 101 01- 10 (SI)\ \ \ \ \ (III) (PI ) PEAK PLATE 10 MATCH CUHFLDI TRUSSES. NOTE: WORDS TO DE 2x4 FIR -LARCH 12 HMI. (SI) SPLICE PLATE TU MATCH COMMON TRUSSES. (TOTE: IMIS DETAIL HAY DE USED FOR (111 ) IEEL PLATE 10 MAICII C61111)N TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) IIPIIUII 10 WED fiAIING: USE (3)-2' WIRE STAPLES (U.1172 OIA./15 GA. ) l0E)IAILEU 11IRU CIIOPU MID WEB & JIM WED I1110 CIIURO Oil ONE FACE FUR A TOTAL (IT- 6 STAPLES. (PI). (SI ) 6 (III ) MUST BE PLATED. (G) GABLE EIIU OESIC?I BASED BIT 751NM WINO LUAO EXPOSURE 'D' AT 0-25 FI MEAN PLATE MAX. WEB LENGTII 1X3• 2-0-0 2X4• 0-1-0 3X4• 1 13-6-0 OUILOUKER I.E IC311. PLT TYP. Wave TPI -95 1t Des -19M Criteria: TPI -95 STD Q O Q O ';WARNING-- TRUSSES REOUIR( EXTREME CAR( IN FABRICATION, HANDLING, SHIPPING, INSIAtt ING AND BRACING. W 01 10 HIB•91 (NANDIING INSIALLING AND BRACING). PUBLISHED BY IPL (TRUSS PLAT[ Q O INSIX 101(. SB. D'ONOFLO OR., SULI( 500, MADISON, NI S])IN). FOR SAFEIY PRACIICES PRIOR 10 P(RFORMING IHESE FUNCIIONS. UNLESS OIH(RY 15[ INDICATED, IOP CHORD SHALL HAVE PROPERLY ATTACHED Q O 51RUCIUAAI PANELS. BOIIOM CHOAO SNAIL HAVE A PROPERLY ATTACHED 01010 CI(LIHO. " I HPORtAN(`• FURNISH A COPY OF THIS DESIGN TO INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNODUCIS. INC. SHAH X01 B[ N(SPONSIBLE F00. ANT DEYIAIION FROM THIS 0(510X: AMY FAILURE 10 ALPINE o BUIlO IH( INUSS[f IN CONFOIT C( YIIN IPI: 00. FABRICATING. HANDL tNC. SNIPPIPG. INSTAILAIION OR BRACING OF INUSS(S. THIS DESIGN CONFORMS YIIN APPLICABII PROYISt0NS OF NOS (RAI toNAL DESIGN j r\ C SILCIIICAIION ►UBIISN(D BY IN( AMERICAN FORESI AND PAPER ASSOCIATION) AND IPI.APPLY A111N( 14 A6S3 It. NOTED. Ti <,J lJ IJ rj UCH(FACE OFNTRUSS. AND UNLESSAGE OF 10GA OTHERWISE' LOCATED ON THIS O(SIGNASPOSITION COHN(CTOpSCONNE PER 1O Z--' �) 1 ` —J OF AINI GI.USS 0[I ICX10 H(R(AAND S�IIIAll NN01(D(,R(1110 UPONNIN AYYY0111I Py AT ONLY 10 111( DESIGN 6 - IBJ CUIIt•11111 01AICK IIAILS / A _ •. `c o / 3 -IBJ BRACE IIAILS EACII EII) OUTLOOKER C?[TERIA \ 3.5' MAX. 17P. NOtCII e 24' O.L. 1.5' MAX. 12' Hill 24' MAX 2x4 F.L. LUIOER GRADES MAX. LENGTH WITHCUT BRACING (II) nx.-CEIZ 1 W/ SIRONGOACK BRACE (S) STAIIUAPO 5-11-0 11-10-0 DATE 03/19/98 DRW COT112 SE011 25458 11 7-9-0 15-6-0 11 6 BETTER. 7-9-U 15-6-0 SS 7-9-0 15-6-0 W. y * TC LL TC DL BC DL UC LL TOT.LD. 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW COT112 SE011 25458 DIIR.FAC. 1.15 FROM PlIc SPAC I III Job: DETAIL-B2'ALIERNATE BRACING NOTE: SEE DRAWING ORININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN IIEIIE. TRUSSES REOUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO IPI HID -91. SEE 1H1S DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICAIED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. C0103 (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EGUALLY SPACED. ATTACH WITH (21 Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF T11E BELOW MENIIONED BRA 'ING TYPES MAY BE SUBSTITUTEOM 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITh 16d NAILS ® 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL OE91GH FOR PRDPER OENENSION9 m m 'P T - 6LPINE Rev 17.1a SCALE -0 cTI o o e o eE o HHIMPORTANTHHAEP"'� F10u1E11'EO Pw""` st ur.. WARNING'"' s rc0uue ttlR!NE txaE SQA yf( TC LL 30.0 PSFLA F R992--42293 o9nn101 FFnN 1141 01S1u1 en THESE MCIFIu11019. Fw u1/ 1PAC1•n. VA HIO -91 of llvL tEE�lofts0MOIR ` P'y� y v o 0 0 _ TC DL 15.0 PSFTE 06/28 93 o la d d F1aLt�E TO sono IN Sousa 1u cvu0ra1v1cF Nnu Dale[ trr rP1. lar IOttno"a LP1cuL FEaAann" 6FACIIF P[ 1� el o o aLrut twlccltPs APE KAK or zx& utv. SREL lettlrn H1" LUIFIFAInS. ants On MIN trolulFO. too, " F " PC OL 5.0 PSF W CD103 o c:::), v o ANe to t vuFl AL NORD. IT%r Ca ECT1109 10 140 FACC or wane, SIOLL OF L4/1MLL1 IPACFD NII" Ppa(t Ho._1;.0138/5 ALPIN t=) must ua Watts 0114FIMISF LaalEt W1 THIS 11IMM ►01111x1 Lr 4114Cx0 KYdko WC-11"OK trona twat t� 63091 * BC LL 0.0 PSF -ENG FM r 1t/ p p 0011aC1011 M4 millms in to C IMA -F. OES101 LI110APOS W11" PPOPEIII A111L/fD P1610 CEILDA -- 6CF * E* TOT. LD. 50.0 PSF p TRUSS O c01ICM a/1Frt ICaEl1 ►401151016 0r 109 t 7P1. 111 FOL IICLP'S ALPINE 11CN"rA LVWIE CI/14 FLA PPOSe: �. Clyfi ��, p III LIL W CIL1 1110 t6aLL 1q E1CS 10 ME RL110 6PQfl M Atli 0OVIT 1W-4 IrAL 0ES101 IOPT4upills LKCtId/ CMIINC/OP 11117 r�. off• c1 `�Q,� OUR.FAC. 1.15 c.1 L= 1� o c� o ._.IP1 • 10"I$S FLut I1a1110rL ros . 1t P1 "L1101AL o"IGII vEculullan Fon 0302 tvrSIMIClle" SPACINA 24.0" IRUSS GRACING/DIDCKItU; DEIAIE Till DWG PREPARED FROH COMPUTER INPUT (IOADS I DIH(NSIONS) SUB11111ED By TRUSS HFR, TRUGS RIlACING/a.00KING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSES. AND HAS NOf BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. `— (A) 2X4 13 IIEN-FIR OR DETIER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII NIM (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 00111 ETAS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (11) ITEIGITT OF TRUSS AT SUPPORT. A I I NG SECTION S -S I TRUSS (D) 2X4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACII TO EACII OVERLAPPING TRUSS USITIG (2)-16d NAILS AS SIIOAN. BRACE MAY BE LOCATED ON EITIIEh FACE OF VERTICAL. (P) SIIEA711ING APPLIED TO TOP CIIORO. (L) LOADS AS 111UICAIED 011 TRUSS DESIGN. (M) 1F TRUSS IiEIGIIT AT SUPPORT IS 10.0" OR LESS, DIAGOIIALS NOT REQUIRED. 13 - APPROX. 45' (RB) BLOCKING TO BOTTOIA CIrr.G OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIORD. PLT TYP. Nave TPI -95 Design Crlteria: TPI -95 STD 18.203 ••YAPPING•• CA -/1 - R - O O O IRlfslf II OtlIR( INIR(NE CANT 11 FAIAICA1101, NAIDLIND• SNIFFING. IRSIAIEINC AND O INACIIG. WIN to 111.11 (NANDLl10 INSIALIII9 ANo INACt101, ►Ynlsxto Ir Irl muss PEAR 11slnult. [SSIO TC LL REF R427 O Iu D'olorlo oR.. sunt loo. NAo1soN, rt svuf. row suer 11ACsIcts ►1101 10 II IF OIMI IG 11(5( fYN(IIOIf. YIUfS OIN(AVISI Qc°y� O 1101CA110, 101 CNOAD SMALL NA SI PROPIRIT AIIACNID PANELS. 101100 INDIA $MAIL NAVI A PROP(NIT AIIACN(D RIGID C1Il IMG, O Ay� TC DL DATE 1/12/94 Q .!Il -•I NPORIANI•• 1V11114 A COPT Or INIS DESIGN 10 INA 14SIAt1AlION COMINACIOR. ALPINI (NOINII110 IROOVCII, IMC, fNAll 101 II 1(fF01f1F11 101 AMT 0(TIAI101 ►AOM DC O'L C L ) IMIf D[SIOR; ANY FAItDA( 10 YIIO IN( 110Ef(f 11 C01►OINAIC[ YIIN 111: ON rA1AICAIIMG, NAN0311G, SNIT►ENO, INS IAllAIION OAIIACIIG OF FAOSS(S. IRIS 1 L L �7SS 015190 CONFORMS YIIN AM ICAItf PROFISIONS Or ADS(SA1101A1 OlfIG104 ruu uxt0 IT 1Nt ANtucA1 AND ►APIA ASSOCIA11081 ANo III. WINE �'�frl.", TOT LD. ORN Ioast JAENEFACESOf IRVRS. AND VOGL(AS I01NINVISIfMAnD 08 1NILIIS(DESIGNSCIPI . 10110. APPLY IPin CIORS 10 CI4%Q� . 3,048,634 O O O POS11101 A M MONSS t• --T DIANINGS I)O. ISO AND I60 A -r. AN (NGIS((R'S SIAL 01 IRIS CRAVING APPIIIS l� Ar E DUR.FAC • CA ENG / CNC BILI 10 101 D(f10N of II( TRUSS 61PIC1 D`IAI AIo SIAll Nol IC 111110 UPON.1 ANY o1NIM IAT. OFc, SPACING SEE ABOVE CAL111'ORN1A HIP 1:112,RM:ANLN''1' BRACING` DE'PA1L PERMANENT BRACING S'T'ART 01'' 'TOP (110RD FIAT TOP CHORD. PURLINS. START OF TOP CHORD EX'T'ENSIONS. (SLOPING (TYPIC:AI, (CONTINUOUS) EXTENSIONS. (SLOPING TO I - IAT) � � / � TO F'La'I•) I FIELD APPLIED OR �— CRIPPLE BUILT -1N CRIPPLES IN PLANE — OF' 'TRUSSES DATE 06/257-99 DRWG 13RCALHIP0699 1 COMMON _ CHORD EX'T'ENSION • (C) \ /� — ('TYPICAL) 9 i INS - BRACED � BAY BR TCEA ROOF SHEATHING. / I PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM IN'T'ERVAL EQUALS 20'. (NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE bl HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) TIIE' CON'T'INUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP C11ORD OF THE pp1 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS.) SECTION A -A BACK CRIPPLE SUPPORT LAYOUT SETH ACK „ i SE'T'BACK COMMON TRUSSES CALIFORNIA HIP SYS'T'EM 'TRUSSES —j— �#IHIP PITCHED AND SHEA'T'HED B ` CIIORD AREA. o—CRIPPLE (C), SUPPORT LOCA'T'IONS. SUPPOR'T'S EXTENDED, MEMBERS •1'0 F'LA'T TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 FLAT TOP CHORD AND EX'T'ENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 'L — IOd COMMON NAILS 'THROUGH FACE. FIELD APPLIED OR �— CRIPPLE BUILT -1N CRIPPLES IN PLANE — OF' 'TRUSSES DATE 06/257-99 DRWG 13RCALHIP0699 CRIPPLE SPACING COMMON _ CHORD EX'T'ENSION • (C) \ /� — ('TYPICAL) 9 COMMON TRUSSES CALIFORNIA HIP SYS'T'EM 'TRUSSES —j— �#IHIP PITCHED AND SHEA'T'HED B ` CIIORD AREA. o—CRIPPLE (C), SUPPORT LOCA'T'IONS. SUPPOR'T'S EXTENDED, MEMBERS •1'0 F'LA'T TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 FLAT TOP CHORD AND EX'T'ENDED TOP CHORD, USING 3 — 8d COMMON TOE NAILS OR 'L — IOd COMMON NAILS 'THROUGH FACE. SE'T'BACK— * (D) ^(B) (B) (B) (D) I (B) (D) lB/r�� 11 HIP GIRDER (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 46" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL. MEMUER OP'T'IONAL.) ••VARNING•• TRUSSLS I" ALPINE SEC'T'ION 8-13 BUILT-IN CRIPPLES OR _L, FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWINGH FOR CRIPPLE SPACING. ,r(B) SELF I'BACIH SEE CA -HIP ENGINEERING POR JACK 'TYPE USED. NOTE: CONVEN'T'IONAL FRAMING AND/OR CRIPPLES ARE NOT THE NORPTR5[3SLFBRICAI'OR.IPL'L:RSONSERNECTINV�THE TRUSSES ARE CAU'T'IONED 'T'0 SEEK ADVICE OF' A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. *NO'T'E: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURATION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING CDI10 4HD BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AITD BRACING),1'UBLISFILD BY IPI (IRUSS 'LATE INSTITUTE, 503 D'ONULRIO Dlt., SUITE 200, MADISON, WI. 53/19) FOR SAFETY 1'RACTICLS 'RIOR 101'LRFORMING THESE fUNCT10NS. UNLESS OTHERWISE INDICATED, TUI' CIIUND SHALL I4AVE 'ROT'ERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SIIALL HAVE A 1'ROI'ERLY ATTACHED 'L'ILING. ••IMPORTANT■• FURNISH A COPY OF THIS DESIGN TO IME INSTAI.LATION CONTRACTOR. IT. 'IN[ ENGINEERED 11RODUCIS, INC. SHALL NOT BE RLSI'ONSIBLE FOR ANY DEVIATION FROM 7I11S )LSIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, IANDLING, SFFII"I'ING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONIORMS Willi APPLICABLE 'RCIVIS1ONS Of NDS (NATIONAL DESIGN SI'ECIFICAIION I'UBLISHED BY THE AMERICAN FOREST AND 'APER ASSOCIATION) AND TI'l. ALI'INL CONNLCILIRS ARE MADE Of 20GA ASTM A653 GR40 GALV. STE XCEI'T AS NOTED. APPLY CONNECTORS 10 CACII FACE' ON TRUSS AND, UNLESS O111LRW1SE LOCATE fills DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL (IN THIS DRAWING INDICATE (CCEPTANCL OF I'RUI LSSIIINAL LNGINLLRING RLSI'ONSIBILITY SOLELY FOR THE TRUSS COM110"ENT 1LSIGN SHOWN. TNL SUITABILITY AND USE Of' THIS COMI'ONENT FOR ANY PARTICLILAIt BUILDING n * FIELD APPLIED OR �— CRIPPLE BUILT -1N CRIPPLES IN PLANE — OF' 'TRUSSES DATE 06/257-99 DRWG 13RCALHIP0699 CRIPPLE SPACING COMMON _ CHORD EX'T'ENSION • (C) \ /� — ('TYPICAL) SE'T'BACK— * (D) ^(B) (B) (B) (D) I (B) (D) lB/r�� 11 HIP GIRDER (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 46" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL. MEMUER OP'T'IONAL.) ••VARNING•• TRUSSLS I" ALPINE SEC'T'ION 8-13 BUILT-IN CRIPPLES OR _L, FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWINGH FOR CRIPPLE SPACING. ,r(B) SELF I'BACIH SEE CA -HIP ENGINEERING POR JACK 'TYPE USED. NOTE: CONVEN'T'IONAL FRAMING AND/OR CRIPPLES ARE NOT THE NORPTR5[3SLFBRICAI'OR.IPL'L:RSONSERNECTINV�THE TRUSSES ARE CAU'T'IONED 'T'0 SEEK ADVICE OF' A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. *NO'T'E: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLA'T'ING, LOADING AND DURATION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING CDI10 4HD BRACING. REFER 10 HIB -91 (HANDLING INSTALLING AITD BRACING),1'UBLISFILD BY IPI (IRUSS 'LATE INSTITUTE, 503 D'ONULRIO Dlt., SUITE 200, MADISON, WI. 53/19) FOR SAFETY 1'RACTICLS 'RIOR 101'LRFORMING THESE fUNCT10NS. UNLESS OTHERWISE INDICATED, TUI' CIIUND SHALL I4AVE 'ROT'ERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SIIALL HAVE A 1'ROI'ERLY ATTACHED 'L'ILING. ••IMPORTANT■• FURNISH A COPY OF THIS DESIGN TO IME INSTAI.LATION CONTRACTOR. IT. 'IN[ ENGINEERED 11RODUCIS, INC. SHALL NOT BE RLSI'ONSIBLE FOR ANY DEVIATION FROM 7I11S )LSIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, IANDLING, SFFII"I'ING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONIORMS Willi APPLICABLE 'RCIVIS1ONS Of NDS (NATIONAL DESIGN SI'ECIFICAIION I'UBLISHED BY THE AMERICAN FOREST AND 'APER ASSOCIATION) AND TI'l. ALI'INL CONNLCILIRS ARE MADE Of 20GA ASTM A653 GR40 GALV. STE XCEI'T AS NOTED. APPLY CONNECTORS 10 CACII FACE' ON TRUSS AND, UNLESS O111LRW1SE LOCATE fills DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL (IN THIS DRAWING INDICATE (CCEPTANCL OF I'RUI LSSIIINAL LNGINLLRING RLSI'ONSIBILITY SOLELY FOR THE TRUSS COM110"ENT 1LSIGN SHOWN. TNL SUITABILITY AND USE Of' THIS COMI'ONENT FOR ANY PARTICLILAIt BUILDING n * TC LL PSF TC DL PSF BC DL PSF BC LL _ PSF TOT.LD. * IISF REF CALIF. BRACE DATE 06/257-99 DRWG 13RCALHIP0699 -ENG DUR.FAC. SPACING .JOU: LF TE11M HIP UETAIL CONVENTIONAL FRAMING IS N01 TIME RESPONSIBILITY OF IHE T11USS DESIGNER, PLATE MANUFACTURER, NOR 1RUSS FABRICATOR. PERSONS ERECT114G TRUSSES ARE CAUTIONED TO SEEI< ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (D) 2X6 block. Refer to table for minimum length.' (W) King post web. Minimum size - 2X6. it Refer to terminal hip drawing for lumber, plates and other data not shown here. ** Note: Nail values are given for "normal" values and are not adjusted for the various durations as allowed by the code. The quantity of nails may be adjusted as allowed by the code. l,lJlll�/1 ' CONNL'C1011 PLATES DESIGNED FOR G11EEN LUMUEII PER 14US TABLE 6.1U. ►I A v T If It u n IT A !n R' T n /J Setback Setbtick ,I Snan '— SEON-- 11793 FURNISH A COPY OF THIS DESIGN TO ERECTION ALPINE INOIIEEIEO PBODIICi S. Clc. ln9SE9 PE01111111 EA (BENE CAME 1= t= L� c7 1� 1� i()(IMPORTANTXX SHALL Mol ce nEspomIDLE Fun Ills WARNING u1 IwDLIMo. E11Ectta+ u0 4 C� E= O C= filly[A110N FMM IIESE SPECIFICA110119 DB Alit OEVIAt1011 F110" 9UCIM.9EE 'DMf-78'. (BPAC11I1 NOW IMMSE O t= O O iNtA vesiom an ANI FAILUE 10 BUILD 11111 IIRIEB IM CDIF0111MICE comm nAny ANN mccit1E110Aft0119-►IPII . t=3 C= O O Willi IIE '00 1.111 BIAIDAnO 09108' BC 1P1. ALPINE CdRECfd19 11119 LElIDN FOn Ad111tdNL BPECIAL PE / O C3 C� O AM MAMAACIUntO Ff10N 110 0AU6T OALVAMIIED NIEEL IALE'119 NEVI MAC1110 11 0U111ME111B. U1LE11B OIIEOv 1 ALPIN C7 0111E ISE 8110100 NEE TINS I _CUIM HIS OF ASTM AAIB BMOE A. 51CMI lOP g101D BINLL BE IAIEMLl1 BnAI A/'PLT COMEC1011! t0 BOIM FA14! AI EAdI JOINI AND LOCATE A! villi P110PF.1'I.T ATIAC1EO Ryv000 S EA1N111 1� TRU$S o SIIDIM. Klintmo MlDnn AnE 4' IMIMINAL aLE99 O11EI1N+SE slowl. BOfldl QD1D YI111 nta+0 ceatMn on aucn ill O[IIOM 81AMUM CWOM Willi APPLICA01.E FIRIV191011! Of A! 5111'10,1[11 018 01191018, U) Nov USE 11110 l� [N0.1 Atq ►IPt (PCII . 11091011 NIM FIIE FIE A1DAMl 111F.A1E0 LUMDEO. l� C� t� O C� EM ►..IPI 11199 PLAIE IIISIIl111E 1809 - IIA1AdUl DE9IDII S1'CCIFICAII01I FO11 NOW C0119111IC11011 REV 15.3.3 LUMBER SPECIES 11C,I Nails required Length of block DESIGN CRIT: 6001/ 90011 120011 1700A F- L. 8/16" 12/20" 16/24" 24 / 36" ,11. F. 11/20" 16/24" 22/30" 37 / 42" SP 3: 11/20" 16/24" 22/30" 32 / 42" Setback Setbtick ,I Snan '— SEON-- 11793 FURNISH A COPY OF THIS DESIGN TO ERECTION ALPINE INOIIEEIEO PBODIICi S. Clc. ln9SE9 PE01111111 EA (BENE CAME 1= t= L� c7 1� 1� i()(IMPORTANTXX SHALL Mol ce nEspomIDLE Fun Ills WARNING u1 IwDLIMo. E11Ectta+ u0 4 C� E= O C= filly[A110N FMM IIESE SPECIFICA110119 DB Alit OEVIAt1011 F110" 9UCIM.9EE 'DMf-78'. (BPAC11I1 NOW IMMSE O t= O O iNtA vesiom an ANI FAILUE 10 BUILD 11111 IIRIEB IM CDIF0111MICE comm nAny ANN mccit1E110Aft0119-►IPII . t=3 C= O O Willi IIE '00 1.111 BIAIDAnO 09108' BC 1P1. ALPINE CdRECfd19 11119 LElIDN FOn Ad111tdNL BPECIAL PE / O C3 C� O AM MAMAACIUntO Ff10N 110 0AU6T OALVAMIIED NIEEL IALE'119 NEVI MAC1110 11 0U111ME111B. U1LE11B OIIEOv 1 ALPIN C7 0111E ISE 8110100 NEE TINS I _CUIM HIS OF ASTM AAIB BMOE A. 51CMI lOP g101D BINLL BE IAIEMLl1 BnAI A/'PLT COMEC1011! t0 BOIM FA14! AI EAdI JOINI AND LOCATE A! villi P110PF.1'I.T ATIAC1EO Ryv000 S EA1N111 1� TRU$S o SIIDIM. Klintmo MlDnn AnE 4' IMIMINAL aLE99 O11EI1N+SE slowl. BOfldl QD1D YI111 nta+0 ceatMn on aucn ill O[IIOM 81AMUM CWOM Willi APPLICA01.E FIRIV191011! Of A! 5111'10,1[11 018 01191018, U) Nov USE 11110 l� [N0.1 Atq ►IPt (PCII . 11091011 NIM FIIE FIE A1DAMl 111F.A1E0 LUMDEO. l� C� t� O C� EM ►..IPI 11199 PLAIE IIISIIl111E 1809 - IIA1AdUl DE9IDII S1'CCIFICAII01I FO11 NOW C0119111IC11011 REV 15.3.3 SCALE a 0.2500 DESIGN CRIT: UBC REF 59425 -LF ��W C TC LL is .0 PSF DATE 01/11/90 'O TC DL .0 PSF DRWG C0105A tiOXGig b�pi(AI * 8C DL PSF CA -ENG CWC 0,St V TOT.LD; _0 .0 PSF 0/A LEN. is Gil" Oq� irEorc���� DUR.FAC.. * PITCH 8.0/J2 5PACING It TYPE DETAIL 0 c -'J- -1 N n.: C2 N C7,j O z IG0517-WRIGHT JAMES / WRIGHT - Al COM TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 20 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00° OC. BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. A/ / W1.DA4 11' I w rC / W2X4(Al) o W2X4(A1) w z c.5 . w w L-2-0-0- J L --2-0-0--J. z L- _ _ _ 6-6-0 _I_� 6-6-0 L. , 13-0-0 Over.2 Supports R-541 W-5.5' R-541 W-5.5' Fes-, e` N PLT TVD W TPI - 95 R +8-0-0 . aveI Desi n Criteria. TPI STD L.A - ' A O 4= N ' ..WARNING-- MISSES BECOME EIMM9 CME 14 FABRICATION. HANDLING, SNIPPING. INSTALLING AND IRACMG. NEFER TO 111.11 (HANDLING INSTALL INC AND GRACING), PUBLISHED BY TPI (TRUES PLATE IINTI111; 187 O'ONOFRIO OR.. SUITE EDD. MADISON. NI S3119). FOR SAFETY PRACTICES PRIOI TO OIAFORMIHG TfESE FUNCTIONS. UNLESS OTHEANISE INDICATED. TOP CHORD SHALL HAVE PROPER. ATTACHED STROCTHRAL PANELS. BOTTOM CIOID SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPP Of TOTS OESIGI TO THE INSTALLATION CONTRACTOR. ALPINE EN6INEI.EO 1.:1I.% NO W. TC LL TC OL BC DL Qj ^' A L PINE 1601/CTSIHC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS 019161: ANT FAIL TRE , NG, AN BRACING OF.111110 SIS 11 CE11111 DES111MANCE ICDNFOTH 111S0WITH AAPPLICABLE PROVISIONS OF KOSQ(NATIONAL IOESIQ 5 BC LL .y. "rc�• SPECI►(CATt01 100LISIIEO DY TH( AMERICAN FOBEST AND PAPER ASSOCIATION) AND TPI. ALPINE COAIECTOAS a MADE OP IOU ASTM AGBS 6140 GALV. STEEL, ESCE►T Af 10TE0. APPLY CONHECTOAS TO ay 19 2000 _ TOT. L D . I � Pmdmt I=ON �m� CA 95828 EACH FACE 01 MUSS. A/O UNLESS OTHERWISE LOCATED OI III Of .r,. POSITION tORNECTOIS PER DRAWINGS 150 A -I. TBE SEAL 01 THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1ESPSIGII(TT SOLELY PON THE TAUSI' COMPONENT OESIGO SHOWN. THE SIITABILITT AND USE OF THIS BUILDING Ii THE RESPONSIBILITY OF THE 6111,01" DESIGNER, ►I1 ANS)/TPI1. TI$j SECTION TF} CNl1- �4' _ � 4iI1Ll DUR .FAC SPACING JU7rE APPROVELJ F Scale -.375" Ft. 16.0 PSF REF R427--95760 10.0 PSF DATE 05/19/00 7.0 PSF DRW CAUSR427 00140013 0.0 PSF CA -ENG RDW/GWH 33.0 PSF SEON - 36344 1.25 FROM KD 24.06 0 C" -A 1-1 C -n a C' CV C711 0 WRIG0517-WRIGHT JAMES / WRIGHT - A2 GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 OF -L Standard :W3 2x4 OF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 (R) Q 6r - W6X4= W4X4(R) 0 � W3 MO 0 Mx rs. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. GIRDER SUPPORTS: 24- 0- 0 SPAN TO BC ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. 9= w rx z W5X4 Y W7X6(R) N W5X4 m x N4X12 (B3) s ' W4X12 (B3) o w w z a t< 6-6-0 I 6-6-0 t I 13-0-0 Over 2 Supports R-2757 W-5.5' a R-2757 W-5.5" CV c�-; PLT OP. Wave TPI -95 R Design Criteria: TPI STD '-WARNING-- TRUSSES REOVIRE EXTREME CME IN FABRICATION, HANDLING, SHIPFING, INSTALLING AND C=:) BRACING. RIFIR TO HID -01 (HANDLING INSTALLING AID BRACING), POBLISHED AT T►I (TRUSS PLATE C=:) INSTITUTE, SHS D•OROFAIO DR.. SUITE 100. MADISON, NI 57)19). FOR SAFETY PRACTICES PH JOB TO p PINFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACKED CV STRUCT01 Al PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIOID CEIIIMG. -IMPORTANT— FURNISH A COPT Of THIS DESIGI TO THE INSTALLATION CONTRACTOR. KPI HE ENGINEERED pj PRODUCTS. INC. SHALL 007 Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All ""L.., i0 BUTID THE TRUSSES IN CON►ONMMCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING AN ALPINE BRACING Of TRISSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIG Q; SPECIFICATION CONNECTOR$ ARE MADE Or 206AOf Tot AMERICAN FOREST ASTM A65S GRAD GALT. STEEL. 910EPAPER S►TIASINOTED.D TPI. APPLYALPINE CONNECTOR$ TO �' EACH FACE Of TR05S. AND URLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIOB CONNECTORS PER OKAYING, 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING � Auvd IESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAIILITY AID USE Of THIS gNNTb. CPAT5828 COMPONENT FOR ANY PARTICULAR BUILDING IS TRE RESPONSIIILITV OF THE BUILOIIG DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. W. 19 AZ ro%0v PD CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale-.375•/Ft. REF R427--95775 DATE 05/19/00 ORW CAUSR427 00140014 CA -ENG RDW/GWH SEON - 36350 FROM KD 0 I=L.. IG0517-WRIGHT JAMES / WRIGHT - 81 TOP CHORD 20 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 2x4 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: FO BRACE TC O 24.00' OC. BC ® 72.00" OC. )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RUSS SUPPORTS 240# MECH UNIT: UNIT CENTERED AT 13- 5- 0; ;UPPORTED BY TC: UNIT WIDTH 2- 4- 0; SUPPORTED BY 3 TRUSSES. W4X4 a THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------------------------- PLT- 80 LB Conc. Load at (12.28,14.41) PLT- 80 LB Conc. Load at (14.55,14.41) 10 PSF BC LIVE LOAD PER UBC. W W(4A4 LAZ) to 0/ 4-8-0-0 C=3 42-0-03J L-m2.0-oal a 13-5-0 13-5-0 COUN7 cc • - f6 26-10-0 Over 2 Supports— R-1078 upports R-3078 W-5.5• r? PP w R-1069 W-5.5' Clo N C:; PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S —MARK *G-- TRUSSES REQUIRE EIN(ME CARE 11 FAD Le HANDLING. SHIPPING, INSTALLING All O BRACING. REF(R TO 118.91 (HANDLING INSTALLING AND BNACING). PUBLISHED BY TPI (TRWSS PLAT( [=- INSTINTE. iii D'OIOFRIO DR., SUITE 200, MADISON, WI 537191, FOR SAFETY PRACTICES PRIOR TO C� PERFORMING THESE FUNCTIONS. UNLESS OTHEAWISE INDICATED. TOP CHORD SHAH NAVE PROPERLY ATTACHED cy STN OCTURAL PAMILS. BOTTO, CHORD GHAII NAYS A PROPERLY ATTACIED RIGID CEILING. ..IMPORTANT -4 iWR AI SN A CO►Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIT ENGINEER[ Qj PRODUCTS, INC. SHALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE3161: All FAILURE Taa A L P I N E AOILD THI TRUSSES 11 CONFORMANCE NIT" T►]: OR FABRICATING. MANGLING. SHIPPING, INSTALLING A IAACI kG Oi TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR011SIONS OF NDS (NATIONAL BESI 11ECIFICATIOA POILISNED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COVIECTORS ARE NAGE OF IOTA ASTM AGs3 GRAD CATV. STEEL. ESCEPT AS NOTED. APPLY CONNECTORS TO (ACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY An OSE OF THIS gwfinc* CA 958�29 COMPONENT FOR AIT PARTICULAR BUILDING Is TWE RESPONSIBILITY OF IRE BUILDING DESIGNER. PER ANSI JTn 1-1995 SECTION r. Scale-.25°/Ft. REF R427--95776 DATE 05/19/00 DR W CAUSR427 00140043 CA -ENG RDW/GWH SEON - 36415 FROM KD "CA/-/l/-/-/-/F W. TC LL 16.0 NSFTC DL 10.0 PSF 05 BC DL 7.0 PSF 2 BC LL 0.0 PSF 200 * TOT.LD. 33.0 PSF OO �`� DUR.FAC. 1.25 SPACING 24.0- Scale-.25°/Ft. REF R427--95776 DATE 05/19/00 DR W CAUSR427 00140043 CA -ENG RDW/GWH SEON - 36415 FROM KD (WRIG0517-WRIGHT JAMES / WRIGHT - B2 TOP CHORD 20 DF -L f1 BOT CHORD 2x4 OF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS SUPPORTS 240# MECH UNIT; UNIT CENTERED AT 13- 5- 0: SUPPORTED BY TC; UNIT WIDTH 2- 4- 0; SUPPORTED BY 3 TRUSSES. G7 W CM3 C=3 W4X4( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------------------------- PLT- 80 LB Conc. Load at (12.41,14.47) PLT- 80 LB Conc. Load at (14.49,15.51) 10 PSF BC LIVE LOAD PER UBC. 0 +8-0-0 a L_ 13-5-0 12-0 o I 11-5-0 ! 1v p - 26=10-0 -Over-2-Supports --- I R-964 Appinov � R-967 W-5.5" N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale -.25' Ft. I —PANNING •• TRUSSES $(OU IRE EXTREME CARE IR FABRICATION, NABDLIN6, SNIPPING. INSTALLING AND o e.Ael.c. RIr[1 to 119-91 (RANOlI96 INSTALLING AND BRACING), PUBLISHED er Tn (TRUSS ruTE plo W -N TC LL 16.0 PSF REF R427--95777 I.STI IUTF, m O'OROrm OR., SUITE 200. MADISON, M1 $3719), FOR SAFETY PRACTICES PRIOR TO C PERFORMING TN SE FUNCT1015. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 05/19/00 N STROCTU.AI ►MEMS. BDTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING• "IMPORTANT- FUANIIH A COPY OF THIS DESIGN TO THI INSTALLATION CONTRACTOR. ALPINE ERGINE ENE BC DL 7.0 PSF DRW CAUSR427 00140016 Qj PRODUCTS. INC. Se All NOT BE RE SPOISIOIf FOR ANY DEVIATION FROM THIS DESIGN; IJ► fA1LUNE T DDE BD ILD THE TRBSSES IN COHFORMANCC W1T5 TPI; OR FABRICATING, HANDLING. SHIPPINS, INSTALLING 0 Ai. PINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIOBAL OES R BC LL 0.0 PSF CA -ENG RDW/GWH CONNECTORS AB PMADESHED 0Y THE ARA653 9 FOREST L AID PALER ASSOClCIPT AS NOT D. TPI. ACONNE NE May 19 200 TOT. LD . 33.0 PSF SEAN - 36417 CONNECTORS ARI MADE OF XOBA ASTM A653 BlAO BALI. STEEL. UC(ri AS NOTED. APPLY CONNECTORS TO EACH FACE OF TII13. AND ONLESS OTHERWISE LOCATED 01 THIS OIS16I. POSITION CONNECTORS ►Fitt DRAWI NOS 111 A•I. THE SEAL 01 THIS CRANING INDICATES ACCEPTANCE OF PROrESs10IAL ENOIRIERIMG DUR .FAC. 1.25 FROM ICD AI.,,,,. RESPONSI.IIITi SOLELY rot THE TRRSS COMPONENT 011161 $Noll. THE SUITABILITY ARD USE OF THIS "�r�'gE ANSI E1T ►OR ARY PART I... AN........ IS THE 1E110.S(..I.TT 11 THE BUILDING DIfISJER, PER � SPACING 24.0" MSIfTrI 1.1135 SECTIO. 1. KRIG0517-WRIGHT JAMES / WRIGHT - Cl TSC' Cn H V o W6X rs. W1 ATa w w W3X6(A1) T3 w z C--13 L*2-0-0aJ w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE OWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC. IO.PSF BC LIVE LOAD PER UBC. W4X4 m W1.5X4 M W4Uiz 6 W1.5X4 W4X4 (A2) Em 0 +e-0-0 (f w 4ITPE z 17-5-8 9-4-8 13-5-0 . 4, ���°®/ �a � (f. 9-0-0 8-6-8 9-3-B � ®�eP R-1003 W-5.5• 26-10-0 Over 2 Supports o P - A�"�'�' Pioov Cs R-880 W-5.5' C7:0N c:�; PLT TYP. Wave TPI -95 R Desi n'Criteria: TPI(STD CAI -/I/-/- -IF Scale -.250/Ft. 'YARNING-- TRUSSES REOUIRL EXTREME CYE IN FAaA (CATION, MIIOLING, SHIPPINGINSTALLING AMD of �BRAcrNG. Rau To NIB -SI (DANDLING INSTALLING AND BRACING). PUBLISHED BY TPI,(TRUSS PLATE pW W, p TC LL 16.0 PSF REF R427--95778 INSTITUTE, SBS O'ONDIR1O OR.. SUITE 200, MADISON. WI 531(9), FOR SAFETY PRACTICES PRIOR TO 'fib [� PERFORMING THt1[ /UBCTIONS. OIL( SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PAOPEALY ATTACHED TC D L 1 0.0 PSF GATE 05/19/00 o STRUCTURAL PANELS, aDTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. N "'IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEAE BC DL 7.0 PSF DRW CAUSR427 00140017 PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T OA N:01DUCTS. TNL TRUSSES IN CONFORMANCE WITH TPI; OA FABRICATING. HANDLING, SKIPPING. INSTALLING ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DES BC LL 0.0 PSF CA -ENG RDH/GWH CONNECTORSIAREPMAlL DESOF IOGAHED BYTHE ASIR ABS$ GRD My. STEEL. EXCEPT ASAMERICAN FOUST AID PAPERI NOIt..0 TAPPLYALPINE CONNECTORS To t May 19 2000 IT TOT.LD. 33.0 PSF SEON - 36314 EACH FACE OF TRUSS. ARD UNLESS OTHERWISE LOCATED ON To)$ DESIGN. POSITION COINECTIRS PLR ,,tt�� y,,�I,�,t. DRAWINGS 360 A•I. THE SEAL ON THIS COMPONENT INDICATES AC. THE Of SUITABILITY ISIOAND [us THEIR..G �/S_ CN& DUR . FAC • 1.25 FROM KD aP� n""I"'"' let ILITY ANYLELY PARTIOCDLARTHE BOILDINS 13 THETRESPONSIBILITY OF THE BUILDING( IS BNERSEPER rJ��� '��M ANSIM 1.1995 SECTION I. SPACING TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 o WEBS 20 DF -L Standard �FILLER 2x4 DF -L Standard C.10rs: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE'7.3.3. (DEFLECTION C"J MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N C7) O Z W5X4(R) S 6 E— W1.5X4 B Cn H V o W6X rs. W1 ATa w w W3X6(A1) T3 w z C--13 L*2-0-0aJ w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE OWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC. IO.PSF BC LIVE LOAD PER UBC. W4X4 m W1.5X4 M W4Uiz 6 W1.5X4 W4X4 (A2) Em 0 +e-0-0 (f w 4ITPE z 17-5-8 9-4-8 13-5-0 . 4, ���°®/ �a � (f. 9-0-0 8-6-8 9-3-B � ®�eP R-1003 W-5.5• 26-10-0 Over 2 Supports o P - A�"�'�' Pioov Cs R-880 W-5.5' C7:0N c:�; PLT TYP. Wave TPI -95 R Desi n'Criteria: TPI(STD CAI -/I/-/- -IF Scale -.250/Ft. 'YARNING-- TRUSSES REOUIRL EXTREME CYE IN FAaA (CATION, MIIOLING, SHIPPINGINSTALLING AMD of �BRAcrNG. Rau To NIB -SI (DANDLING INSTALLING AND BRACING). PUBLISHED BY TPI,(TRUSS PLATE pW W, p TC LL 16.0 PSF REF R427--95778 INSTITUTE, SBS O'ONDIR1O OR.. SUITE 200, MADISON. WI 531(9), FOR SAFETY PRACTICES PRIOR TO 'fib [� PERFORMING THt1[ /UBCTIONS. OIL( SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PAOPEALY ATTACHED TC D L 1 0.0 PSF GATE 05/19/00 o STRUCTURAL PANELS, aDTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RIGID CEILING. N "'IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEAE BC DL 7.0 PSF DRW CAUSR427 00140017 PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T OA N:01DUCTS. TNL TRUSSES IN CONFORMANCE WITH TPI; OA FABRICATING. HANDLING, SKIPPING. INSTALLING ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DES BC LL 0.0 PSF CA -ENG RDH/GWH CONNECTORSIAREPMAlL DESOF IOGAHED BYTHE ASIR ABS$ GRD My. STEEL. EXCEPT ASAMERICAN FOUST AID PAPERI NOIt..0 TAPPLYALPINE CONNECTORS To t May 19 2000 IT TOT.LD. 33.0 PSF SEON - 36314 EACH FACE OF TRUSS. ARD UNLESS OTHERWISE LOCATED ON To)$ DESIGN. POSITION COINECTIRS PLR ,,tt�� y,,�I,�,t. DRAWINGS 360 A•I. THE SEAL ON THIS COMPONENT INDICATES AC. THE Of SUITABILITY ISIOAND [us THEIR..G �/S_ CN& DUR . FAC • 1.25 FROM KD aP� n""I"'"' let ILITY ANYLELY PARTIOCDLARTHE BOILDINS 13 THETRESPONSIBILITY OF THE BUILDING( IS BNERSEPER rJ��� '��M ANSIM 1.1995 SECTION I. SPACING C==) c --A ct. N CT 0 z c.� v A 0 a w A w a HRIGO517-WRIGHT JAMES / WRIGHT - [PGE1 C2 TSC) TOP CHORD 2X4 OF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard FILLER 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS 1S DESIGNED TO SUPPORT 24' OVERHANG AND SIDING LOAD NOT TO EXCEED 10 PSF TO ONE FACE OF TRUSS ONLY. (t) IN LIEU OF RIGID SHEATHING, TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. W3X4 = THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. SEE DWG GBLLETIN0699 FOR MORE REOUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. +8-0-0 CZ w wa><a (r 1) T3 W3X8 Ts W2X4 (A1) G13 z c5 W2.5X4 sa z Loi2-0-0� w w o. tt 13-5-0 17-5-8 9-4-8COUWVI "' f4 9-0-0 T 8-6-8 13-5-0 9-3-8 I������' d 26-10-0 Over 2 Supports I R-983 N-5.5' R-276 PLF W-9-3-8 PP140 �i Note: All Plates Are W1.5X4 Except As Shown. c-, PLT TYP. Wave TPI - 95 Design Criteria: TPI STD CA - 1 - - - F Scale -.25m/Ft. —WARN ING•• TRUSSES REQUIRE EXTREME CME 11 FABRICATION. NMDLINS. -SHIPPING, [ISTALl11G AND c RRACINC. REFER TO HID -91 (NANDLIR& INSTALLING ARD BRACING), PUBLISHED BY TPI (TRUSS PLATE p1D W. TC LL 16.0 PSF REF R427--95779 IN O STITUTE, XB3 D'ONOIRIO OR., SBM E.G. MADISON, NI S3119). FOR SAFETY PRACTICES PRIOR TO C=3PERFORNINC TA[SE fONCTIMi UNLESS OTNERYISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 05/19/00 cy PANELS. . BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 41610 CEILIEG. N-IMPDRTANT•• ►URNISH A COPT or TRIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 1.0 PSF DRW CAUSR427 00140044 QNI DEVIATION FROM THIS DESIGN; ANY FAILURE TO j PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR A BUILO THE TRISSES IN CONFORMANCE 11TH TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLING AN ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS NITS APPLICABLE PROVISIONS of NOS (NATIONAL DESIG 8C LL 0.0 PSF CA -ENG GTP/GWH .�.. SP ECIFICAT10N ►UOLISHED BY THE AMERICAN FOREST AND PAPE& ASSOCIATION) ANO TPI. ALPINE r�Q+ E=ECTORs ut RADt of EDw ASTM A653 BRAG CLT. STEEL, EICEPT AS NGTtO. APPLY CONNECTORS TQ # May 19 2000 # TOT. LD. 33.0 PSF SEON - 36384 E= IAC[ Of TRUSS, AND UNLESS OTNERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CN(L ORAYIN63 160 A•I. TNf ZEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSTONAL ENCIN(EKINC DUR .FAC . 1.25 FROM KD medRCON►ONNT IFOX L.TyART PARTICAW FOR 8911 DING SU TN REST T R[SPONMIS SIIILITT OF THE BUILDINGDESIGN - THE SUITABILITY GNNER. PER TN IS Ablo ® C ANSIFTPI 1.1»1 SECTION E. SPACING 24.0" 160517-MRIGH7 JAMES / WRIGHE - C3 SCI TOP CHO.90 2*4 DF -t 41 BOT CHORD W DF -L {1 WEBS 7Y4 DF -L Standard "PLATES DESIGNED FOR SREEN LUMBER PER NDS -97 TABLE 7.3.3. �ADDITIONAL LOADS TC - 12 L8 Cont. load at 19.37 0 L1) REV 05/31100 AEB LOADING NOTE n J' 7 r O J_ r� W4A14 m Wz:sza J r MS Xb •� e.t xi.5X4IS w 412.5X4(Al) ol Liz �T 1 - x 3 `- 31.5x4 0 THIS OUL PREPARED F1W COMPUTER IY.PUT ;LOADS 8 DIMENSIONS) SUDNETTED DY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSr SOFFIT LOAD. IN LIEU OF `.•TRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC. BL P 72.00' DC. SEFLECTION MEETS L/240.00 I.E'J►. AND L/:90.00 TOTAL LOAD, W2.5X4(AI) +8-0'° .1 l s i �----9 -0.0----9-0-0 ---� Ic-------10-0-0 Over 2 Support's- _� 8-650 N -S-5' 1-842 M-5.5' Cel 0 ,:,L:-: I'._T TYP. 43:e TPI -95\r ffi-I.IqL Criteria: TPT (STD 19.Obl I-VA111104- +Isz3(3 I:HTAL C1101M (A3[ IC /AnICA1I04. AADtltc. WIrPIAL. 1ASrfla " lll'I I AAACI AI. t,itO T9 ND B1 MUSING 11sTAi1 tNO Am et.A4(OD. tw[Ago AT 191 MKS Dur[ xj It:T1 TIT( of O.0tA1U4 OR.. VIIT[ too. W4,191. 91 SN39). Pd SArrIl PIAMCCS MCAT TO C=PrL7rwattG 10111 rVeCT T511. 'AIC33 OWAVISt TAOT/ATTO. IIP CRRO WALL At91 nsnkl ArTALILO fe V 31'KIPIAl IAIIII. POT ITS CKAO 3aA11 MTI A Par/NCI ATp01(D AMID CE tlllt. JnI IMX.ITAGT•- P'ANi 0 A T,IPP Or TAR atII'I 10 141 IISIALLAI1G1 CO"FIC(Ot. At Pitt 1tetltdt0 'r 0A914M. IK. :Nul e0O 0+ /gPysti(DI[ rest AXI Ot TtAIseM tam :MIS assts; w FATtu94 TD •'•-' "Ito tot rts"I's u tOtrOsetAti %li. TPI: 01 FAWCA1'1I6. VAREA M. 111PPtK. IISTAUIC ASO �. ALP IKte:1 DI UtrOe. Tta h AAA TcAA !CS rr A W!jrCq A- K#A;t .IS OF u: (uncut a[tu AAAA •;� VtTirl!A TI Oit Xvs:i 3�t'U 1+ 10( AA[IICAA (Ott S+ NI M. AtIff A WI AID 1Pt• A:nR �Yw cc tculs All A" 01 2Kt A:T11 V•)J tA10 GAtT. flltl. 11QrT K >p7E0. APPLY CUMTot TO * � I [At. N4 tX IMS. At D split OTIIE11Rit LCCITro CI IVIS MIA, rO MCAI CMVCTOst oft (AMM Ise A.I. (K tial AA TAit W814% IIDICARC AWEFUACI O/ PADI[SSIIIAl [IGIKMtU4 At t10f1f11tIR A1.ilt Flt is[ 14 33 CSPIP KR t[ItLI 51Op. VIII %a IMitlrY AND ASI 00 Irl) ` •R `�w3�K"-'�•'0."��� CONO9t11 .01 YT 1KT1(I[U OOIL1Ia5 It 1111 t1SPOISMItIn. Of' 30E eOTI[tAI I[tlu(%. pit AAII/TPi 1.114 IC:I ION T L HRCT CAJ•/:/ L - LJ' Scale-_.25�ft.- --- I TC LL 16.0 PSF KEf k4?7 1_6_024-- TC OL 10.D PSF SATE 051.tT/00 QC OL 7.0 PSF DRV» tAtAR40 091SIG27 1 OC LL 0.P PSF CA-E\G ,1i6JC.M TOT. LO_ 33.0 PSF i SEON --3- DUR.;AC. 1.25 FROM V.0 SPACING 24.0' (NRIGO517-WRIGHT JAMES / WRIGHT - C4 COM) TOP CHORD 20 OF -L pl •, SOT CiIORD ZV4 DF -L f1 Nr -BS 2114 OF -L Standard t'APLATF.S D GNEO FOR CAREEN LUMBER PEP. NDS -O7 TABLE 1.3.3. rte. ADIN 1 ORDSNC1Z0 LB C, Load Load at 19.99 c rn (]] RCV 05/31/00 AEB - IOADING ROTE. 0 n D U4X4 z T_. R., 12 :1 c� cN.. G 0 WZ:4(A1) L74- .ate; rsa 3 THIS DHG PREPARED FROM COMPUTER INPUT 11644, a DIMENSTAN51 SUBM171E0 BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO GRACE TC 0 24.00. OC, BC 8 72.00. OC. OEFL'£CT?OIJ MF.E1•S 1/240.00 LIVE AND I./190.00 TOTAL LOAD. 10 rSF BC LIVE LOAD PER UDC. WZXIjAl j 33 L.;z •o -ow) L]�;• L.J 1 16-0-0 Over 2 Support.•, -� -� R-690 If -5.5' R-842 Y-5.5' r-- f�J „L__ PLT TYP. ;lave TPI -95 R Design Crlterla. 'IPI (STD 1 'IAIN146-- '11G5St% 4l0IA1 'lt TRl7t. tut )A FAMICAT701. 14IDt1NG. 911NI". 1811A11 14% In .'- IRAt176. HFIR 16 art -9I '"MIX6 lo."M ll AW MAttK). ►UstltR[O IT I'.`1 1TRICI /LRE .0 Gj 18111 Flirt. ?!'1 0.0441710 OR- AJIT[ t00. II.TGIUM. FI !•)/111 101 90171 FAKCI(tS P410t 10 _ frs/044114 DISC fllcl]041. UIIfSS *7111-4011nnitATto. IOP IRORO NAtl RAIL F[ MLY AFTA:1Ea nA IAYL:MA( FAEIIS. "OTT" CI(RI UAL'. III[ A PIAPMT tTTuftD RTC)o CI:LIK. .11274T 1274TAl/T-• FUDIIN I [IIT OF TRIS DESIGN r0 I![ ftflaLATLIR CMOICtOR. AIPIIC CRONEI!<ID 7440/[TS. IK. SFKt ICI K AIM01111.1 ICL ASO PFIAMON IDSA T/IS 04%1[111 ART fA1:14E TO pito 741 IIuT1(T 11 CCRFaRUY[ NIT" t0[: M FISSICAT111C. 1Awttsr. s6:61114. MIT'A1tIK AIN ALPINE IRACIK OF 1SOSIIS. TRIC O(tlCf ftwFORM MTIN 0011CA■t[ K"ISIMC of COG (MTIOML OCI11r � f/[Clfit"I(t FOItlTt16 tT fM AR(AffAI fal7T M0 IA►ER ATSKIA'f101) AIC 111. AMR' j (OI[IICTO1t ME MK JI lf" ASIR AtSI 41[0 GAD. STEEL. [7C[IT AS DOUG. AIR 7 C*WftrM1 TO 1 y UC■ /W OI MIS. Am IN I1S OT:4YE!F IOCA:'IC Ali TNII OLI{p• ►OSI?fo6 CO(R[CTOA! Oft THAN, KI 1T0 A•I. IR! YAL 11 .1. M.I. IMICATCS ICU.( O/ 11.9111.. CKl/[[1173 ♦u.-p-y�� �. R[:7Oa(r(tm saes FW :R( 71[71 Cbh/ICIf KIM Sg11. lit $0TA91►17Y ala Ulf r Thin 1 J111a11vatq C7li'sc.B ORIIIENf MR ACI FARTICKU FNIIOtte IS flit Il S10ff1MUTY OF 011 111110184 /[11164111. PER &ASTI111 1 .1041 I11CTIJ4 t. (-1 oieppp��6At , i p TC LL REF R427--16025 i6.0PSFPIDRW TC UL 10.0 PSFDATE , OF/31/00 BC DL 7.0 PSF I CAUS'N427 00151020 BC LL D.0 PSF CA -ENG AEU CK _ TDT.LD. 33.0 PSF SEON • 37290 DUR.FAC. ].25 FROM KD__ SPACING 24.0' C=) c� 0 I=L. C-3 N c" O C- 04 9x rs. A W tx C-:3 w x IG0517-WRIGHT JAMES / WRIGHT - D1 MONO HIP 10- TOP CHORD 2X4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE -7.3-;3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.48 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC ® 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 3- 6- 1 OC. z W2x4(A1) in w W1.5X4 m 113— L 10-0-7 I 2-11-1 I QI 12-11-8 Over 2 Supports R-441 W-5.5• R-422 W-5.5' 0 M c:; PLT TYP. Wave TPI -95 R Desi n Criteria• TPI STD 0 O O N b T - - - 3-11-8 8-0-0 Pppt% VEI) Iz •BYARN[M6" TRUSSES REQUIRE It[ CITREME CARE Ip iABR[GT IOM, HANDLING, SRIPPII6. INSTALLING ARD RACING, REFER TO 110.91 (HANDLING 1RSTALLIN6 AND BRACI59), PUBLISHED BY T►I (TIlUS7 PLATE p1,O W. TC LL 16.0 PSF REF R427--95782 INSTITUTE. SBS D'0101RI, OIt SDITE 100. MADISON, BI 67719)• FOR SAFETY PRACTICES PRIOR TO 111FRMING TAISI ►UNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 05/19/00 STRUCTURAL PANELS, aDTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 416I0 CEILING. •IMPORTANT— FINNISH A COPT Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIEEAEO 8C DL 7.0 'PSF DRW CAUSR427 00140020 PIODUCTS, INC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION PROM THIS DESIGN; ARY FAILURE To 6 006 0 THE A L PINE atACING OFTTp111ESUSSES IN COTHISNDESIGNANCE ICONFORMS WITH APPLICABLE PROVISIONS OFTH TPI: OR FABRICATING. HANDLING. PIDSPIlG(NATIONALAILIGES11 8 C L L 0.0 ISS F CA -ENG R D W/ GWH IFICONNECTORS EC CATIARE MADEVOLSOf [DGABY TASTII AGS) HE GAAOAGALl. STEEL.LICE TABU PAPER I ASLNOTED.AND TPI. APPLYACONNECTORS TO * By 19 20 0 * TOT. LO. 33.0 PSF SEAN - 36390 EACN FACE 0I TAtlSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COYREtTORi PER �5,, p,,.,1,,.� ORAWINGS 160 A•I. THE SEAL OM THIS DRAWIRG INDICATES ACCEPTANCE Of PROFESSIONAL ENGIREERIIG /� C1NII. �P DUR.FAC. 1.25 FROM KD A�� " `�• COMIONCNTIFORYANYLELY FOR THE TRUSS PASTICOLAR BUILDING IS THETDESIGN SHOWN. RESPONSIBILITY Of Te[ BUILDING GESIGSIA. PERI SUITABILITY AND USE Of fHIs ��L`GFCAIl N S�q CA 95828 AR511T11 I.1995 SECTION 1. SPACING 24.0 JKKIUU511-NRIGHT JAMES / WRIGHT - 02 COM) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2X4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)' SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 s —le W1.5X4 W W2X4(Al) a - W2.5X4 Em L 12-0-0 LII -8I E 12-11-8 Over 2 Supports R-437 W-5.5' R-418 W-5.5" Dz 01AIG ® ` 'PPROViFt), PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD "'WARNING" CA - 1 - F Scale —.375"/Ft. TRUSSES REOUIIE [STRIKE CME IN FAIIICATI ON. HANDLING. SMI►PIA6. INSTALLING AND BRA[IN6. RIFER TO MIN -91 (HANOI [16 11STALlIN6 MD BRACING). POBLISH[D BT TII (TRESS PLATE INSTITtli[. SNS W,ti TC LL 16.0 PSF REF R427--95783 D'ONOfAI0 01., SO 200, MADISON. NI 57719), FOR SAFETY PRACTICES PRIOR TO 11:FORNINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CAORD SMALL HAVE PROPERLY ATTACHED �QW TC DL 10.0 'PSF • STUCTEAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RI610 CEILING. O DATE 05/19/00 ..IMPORTANT-- FURNISH A COPY a THIS S.O[SIOM TO THE INSTAlLAT10I CONTRACTOR. ALPINE ALU EERID PRODUCTS, IMC. SHALL NOT BE RESPONSIIL( ►OA ANY DEIIATIDN FROM I.E. DES,.;:' ANY FAILURE i0 5 BC DL 7.0 PSF DRW CAUSR427 00140021 ALPINE HOFT7RUSSESSSES .N CONFORMANCE IRACIN6NG AND DESIGNTCONFORMS WITH APPLICABLE PROTISIORSTH TEL: OR FABRICATING. HANDLING. SOF 105G(NATIONAIIDESIG BC LL 0.0 PSF CA -ENG RDW / GWH SPECIFICATCORRECTORSION PAPER IMADESO/DOf TWE ��{I,,,, ' `�Y C:A ANE CEPTIAS NOTED. APIPLYALPINE IOGA ASTM A65SAG1A01EST GALEMSTEEL. t XD CONNECTOR& TO EACH FACE OF TRUSS, AN IILESS OTNERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DIAW1457 160 A-2• TIE SEAL ON THIS DRAWING INDICATES ACCEP7AICE OF PROFESSIONAL ENGINEERING COMPONENT]►OR ANYLITY LPANTICILARELY rot EBUILDING It TIE USS FRESPONSIDILITY OF THE 091LOING DESIDESIGN SHOWN. THE SUITABILITY GNER PER PSE ER IN is ABS]/T11 1.1995 SECTIOR 2.• Yi a y 19 200 * �A /• civil. �r.�iJ TOT. LD. 33.0 PSF SEON - 36398 OUR. FAC. 1.25 FROM KD SPACING 24.0 IG0517-WRIGHT JAMES / WRIGHT - 03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ITOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BOT CHORD 2x4 DF -L #1 TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. WEBS 2x4 DF -L Standard 1-1 PLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c� 10 PSF BC LIVE LOAD PER UBC. I C� N GG o W5X8 z_ H V A A O a O. A W W W z W2X4 z ' w SX4 is 10-0-0 ( 2-0-0 12-11-8 Over 2 Supports R-437 W-5.5' R-418 W-5.5" w c:; PLT TYP. Wave TPI -95 R Desicin Criteria: TPI STD ( —WARNING TAUSSES REOVINE EITREME CAE[ IN FABRICATION, HAROLIRO. SHIPPING. INSTAllINB AND O BRACING, EEFER TO 810.91 (NANDLING INSTALLING AND BAAC119). PUBLISHED BY TPI (TRUSS PLATE C� INSTITUTE. SAS D•ONOFRIO OR.. S01YE EDD. MADISON, Y1 65119). FOA SAFETY PRACTICES PRIOR TO C ►ENf01l81 AG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED Cy STRUCTURAL PANELS. BOTTOM CHORD $NALL NAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT- FURNISH A COPT 0► THIS DESIGN TO INE INSTALLATION CORTAACTOA. ALPINE ENGIRECRE0 Qj PROpOCTS, INC. SBAII NOT BE RESPONSIBLE FOR ANY OET]ATION FROM TH13 DESIGN: AAT FAILURE T ALPINE •BILD THE 1ROSfFS CONi0RMA1t[ WIT11 TIL: Olt FABRICATING. IIANOl IN6. SM ITTINR, INSTALLING A BRACINGi F TRUSSES. THIS 013101 CO•FORMS WITH APPLICABLE PROVISIONS OF NOS (*AilONAL OESI SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE MADE 0► FOGA ASTM A653 GA40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND OYLE33 OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER ,L 1,, DRAWINGS 160 A -I. THE SEAL ON TRIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AWE En PMdacts JW RESPONSIBILITY SOLELY FOR THE TANS$ CONPONENT DESIGN SHOWN. THE SUITAOILITT AND USE OF THIS SIM&NOtO6 95828 cc GREAT SIMI1FOR9AN3ECTION ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 5-10-7 -0-0 May 19 D3 DEPA kef lip &V CA - 1 - - - F Scale —.375" Ft. TC LL 16.0 PSF REF R427--95784 TC DL 10.0 PSF DATE 05/19/00 BC DL 7.0 PSF DRW CAUSR427 00140022 BC LL 0.0 PSF CA -ENG RDW/GWH TOT.LD. 33.0 PSF SEQN - 36396 OUR.FAC. 1.25 FROM KD SPACING 24.0" TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. (*) IN LIEU OF RIGID SHEATHING, TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. W2X6%nal — W1.5X4 M W1.5X4 G IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00° OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, TRUSS SUPPORTS 240# MECH UNIT; UNIT CENTERED AT 12- 0- 0: SUPPORTED BY TC: UNIT WIDTH 2- 4- 0; SUPPORTED BY 3 TRUSSES. WZXb(A5H) m L -2.0-0.,J L_ 12-0-0 I 12-0-0 I f4 24-0-0 Over 2 Supports R-866 W-5.5' a R-990 W-5.5" PLT TYP. Wave TPI -95 R C� C.7 O N C7) ZA I'l-4.. r..44b. TnY icTn, Dq +8-0-0 rAj7`r'E co M APPRO • 'a<l I — •"YMNIN6- TRUff[S 0.EOOIR[ fN1IENE CARE IN fA011 iCAT10N, RANKING. THIfNRG, [RSTALl118 AAD BRACING. REFER TO It Of (HANDLING INSTALLING AND BRACING). PUBLISHED Of TOT (TRUSS PLATE IRST ITNTT, 6B3 D•ONOFN IO DR.. SUITE t00. MADISOI, NI S3F19). FOR SAFETY PRACTICES PRIOR TO PERFORNI0G THESE FURCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAII IAT[ PROPERLY ATTACHED STRUCIVIAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p1.Dw '�• .. TC LL 16.0 PSF TC DL 10.0 PSF u,c —.c.• , �. REF R427--95785 DATE 05/19/00 A L P IN E � � �wcrcxl'' .'IMPORTANT", FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREER[0 PNODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD BRACINGNOFTTRUSSES. USSES 11 COTHISMAN INSTALLING DESIGNICONFTPI: ORMS VITOAAPPLICABLE PROVISIONSOF SHIPPING. DESIGN AM CONNECTOR$ ARE EcirICATIONfWESHED Of TOGATASTI A6S3 GI40 GIE AMERICAN ALY. STEEL,IICED PAPERSDTIASt OTED.O TPIAPPLYALPINE CONNECTORS TO EACH IAC[ OF TRUSS. AND YQ[Sf OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER WRINGS 160 A•I. TtlF S[Al OI TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCOMPON[NTESPONS I10 AY YLPARTICULARFQUILDt GTRUSS COMPONENT SO THE TRESPONSIBILITY OF THE BUILDINGDESIGN S"OHN. THE DESIGNER.GNERTY AND SEPEp THIS ANSI/TPI !•UBS SEc,,O, t. � 02 * May 19 2000 * 'Q�. BC DL 7.0 PSF- 8C LL 0.0 PSF TOT.LD. 33.0 PSF DRW CAUSR427 00740023 CA -ENG GTP / GWH SEON - 36411 OUR. FAC • 1.25 FROM KD SPACING 24.0 W NRIG0517-WRIGHT JAMES / WRIGHT - 05 COM) TOP CHORD 2x4 DF -L #1 o BOT CHORD 20 DF -L $1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC 0 72.00' OC. w 10 PSF BC LIVE LOAD PER UBC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I c`A TRUSS SUPPORTS 2401 MECH UNIT: UNIT CENTERED AT 12- 0- 1: N SUPPORTED BY TC; UNIT WIDTH 2- 4- 0; SUPPORTED BY 3 TRUSSES. Q1 C= z ' • D5 W4X4 g W1.5X4 W1.5X4 .f s r- 1 6 V] H V • Gl O ' Gr. t1. • QW3X4 � �-8-0-0 W2X6 (A6R) W2.5X4 Ea W2.5X4 W4X4 (A2) _z w .. y L.-.2 0-0Jl'�p� 4 6 12-0-0 _1_ 12-0-0 I dL,.........— .�...., s 24-0-0 Over 2 Supports - - - r y R-865 M-5.5` R-991 W-5.5" PRO CDI_100;�71N C'7 L„7 PLT TYP. Wave TPI -95 R Design Criteria: TPI(ST CA/ F Scale —.25"/Ft. 1 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ARD C=>BRACING. RIFER TO Nil -91 (HANDLING INSTALLING AND BRACING). FOOL13NED BY TPI (TRUSS PLATE p1.D W. b TC LL 16. 0 PSF REF R427--95786 O INSTIME. SBR O'ONOFRIO R., SUITE 100, MADISON. Wl IS). FOR SAFETY PRACTICLS PRIOR TO G TC DL 10.0 PSF DATE 05/19/00 PERFORRIN6 THESE DM FtlNCT 1015. URLESS OTHERWISE INDICATED. TO? CBORD SNAIL HAVE PROPERLY ATTACHED CV STRUCTURAL PANELS. BOTTOM CHORD SHALL NAV[ A PROPERLY ATTACKED AIM CEILING. --TNPORTANT---FURNISH A COPY OFTHISDESIGN TO THE INSTALLATIOR COITIACTDR.- ALFIIE_'ENOIIEEREO �- BC DL 7-.O-PSF- DRW CAUSR427 00140024 pj J"- PRODUCTS, INC. SNAIL 40T BE RESPONSIBLE FOR ANY DEVIATION MON THIS DESIGN: ANT fAILURE t0 S S A L PINE IN ILD THE TRUSSES IN COtFORMANCE WITH TPI: 04 FABRICATING, HANDLING. SRIPPIRS. INSTALIINO AN BRACING OF TRUSSE, . THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BUS (NATIONAL OEM BC LL 0.0 �SF CA -ENG RDW/GWH CONNECTORS1OR AREPUBLISHED 20611THE ASIR A653 6R40FOREST CALF .. STEEL. CICEPTND PAPER ASAPPLY ASSOCIATION) NOED. TPI. AALPINE CONNECTORS TO # ay 19 200 * TOT. LD. 33.0 PSF SEON - 36413 IACH FACE OF TRUSS, AND OKLESS OTHERWISE LOCATED ON THIS MICA. POSITION CONNECTORS PER .A AALT.,, OIAWINGS 160 A.I. TR[ $[At 04 THIS DRAWING INDICATES ACCIPTAICE OF PROFESSIONAL ENGINEERING %` CMI. _�P DUR.FAC. 1.25' FROM KO •�Y �gT00l1� ' CONP0 1ITIfOq AN►LELY FOR PAgTICNLARITRUSS BUILDII6OIS TRETDESIGN SNDWX. THE RESPDNSIBllf1Y OF THE BUILD BITY AMD DESIGNER. SEP E, THIS �C:ALI SBaemmto,CA95828 COMM 1.1095 SECTION t.• SPACING 24.0 ca C-1 rz w w z c7 W2.5X4(AI) z • w G0517-WRIGHT JAMES / WRIGHT - D6 COM ITOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. TMic nUn DOCDADtn rD rnu . •..,.,.. .. ....... -...- _ - KVVr VVGKKANb SUFFUK15 Z.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. BC @ 72.00" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 Q 12-0-0 X4 tt Ifl D6 20-0-0 Over 2 Supports „a Cp� I R-670 W-5.5• � R-650 rs. Age N NO C`7 c:; PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.375" t. I MARRING-- 1N9SSFSREOUIRE EXTREME CANE 11 FABRICATION, RANKING. SHIPPING. INSTALL1IG ARD o BMACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE a,D W. TC LL 16.0 PSF REF R427--95787 o INSTITUTE, {P3 O.OMOFRIO DR.. SPITE too. MADISON. VI S3i19). FDA SAFETY PRACTICES PRIOR TO o PEN FORM IRG TNEIEFORCTIONS. 01lISS OFNERNLSE INDICATED, TOP CNORD SHALL PAPE PROPERLY ATTACHED TC DL 10.0 PSF DATE 05/19/00 N STRUCTURAL PANELS. IOTTOM CNOAD SMALL BATE A.PAOFERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF TNIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL - 7.0 PSF DRW CAUSR427 00140025 c7;- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FRO" THIS OESIGI: ANY FAILURE TO BUILD TIE TRISSES IN CONFOIIMARCE MITI TPI: OR FABRICATING. HANDLING. SAIP►IMG. INSTALLING AM AL PINE BRACING OF TRUSSES. THIS DESIGN CO/FORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIG BC LL 0.0 PSF CA -ENG RDW/GWH CONNECTORSIARE PMADESHED or EOGATIE A3TNNERICAN A653 CAIOREST GALv. STEEL. EXCEPT AND PAPE&IASIPI NOTED. ANDTOILYALPINE CONNECTDRS TO t May 19 200 EACH FACE OF TRISS. AMO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �E� * TOT. LD. 33.0 PSF SEON - 36406 DRAWINGS 160 A•1. THE SEAL 01 TltS 02ANING INDICATES ACCEPTANCE OF PROFESSIORAL IMMEERING /- CND,. OUR. FAC. 1.25 FROM KD toNPONENTAWm Em Irot ANYLITT LPARTICULARELY FOR EBUILDINGTROSS OIS THETRESPOASlI" ITY OF THE BTHE UILDIEG DES GNER P(q THIS C ANSIIT►l 1.116, SLCTI ON :. SPACING 24.0" 0517-WRIGHT JAMES / WRIGHT - 07 TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. L17 rn N Q) O C.3 H v A 4-) x A. A W ' C-0 WZ.SX4(A1) ® W3X4Ea z c� W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSION4)•.•SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00° OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 W2.5X4(A1) Ea z L12 -0 -O. -J << 10-0-0 _I_ 10-0-0 _I d _ _ 20-0-0 Over 2 Supports R-781 W -S.5• R-651 W-3" L17 D7 d 9 ken L— PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale -.25"/Ft. I p C� O - "YARNING" TRUSSES REQUIRE EITREME CARE III FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1RSTl7 ' SOS O'ONDFtIO OR.. SUITE E00. NAD130R. NI 57119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FNNCi10N3. UNLESS OTIERHISE IRDICATEO. TOP CBORO'SHALL RATE PROPERLY ATTACHED Q� W. y TC LL TC DL 16.0 PSF 10.0 PSF REF R427--95788 DATE 05/19/00 N STRUCTURAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED RIGID CEILING. SGG777 "'CCC •'IMPORTANT•• fVINISM A COPY OF THIS DISNGA TO THE INSTALLATION CDNTRACTOR. ALPINE ENGINEERED BC OL 7.0 PSF DRN CAUSR427 00140026 M PRODUCTS. INC. SN►Ll NDT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO N su,L. ALPINE ���� u�,n. BOILD THE TRPSSES TB CONFORMANCE MITI TPI; OR FABRICATING, NANDIIBG. SHIPPING. INSTALLING AILD BRACING OF TRISSES. THIS DESIGN COIFORMS VITO APPLICABLE Pt0I1SIONS OF RDS (NATIONAL DESIG IDBT OARECTOISAE NAGE OFEOGAAR.. ASSOCIATION) SIR ABS3 9140GALVSTEEL. I CE►T14 NOTED. TNI ED.APPLY CONNECTORS TO EACH FACE OF TRISS. AND UNLESS OTHERVISE LOCATED 01 TNIS OESICI. POSITIOR CONNECTORS Pit GRAM/1Gf160 A,1. TBE SEAL 01 THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL EBCIIEERING RESPONSIBII.TY SOLELY FOR THE TROSS COMPONENT DESIGN SHOWN. THE SUITABILITY AHD USE OF TM 13 Tr9eaRm�to.CA9S82a ItAN1CULAR BUIIOINB 15 THE RESPONSIBLITT OF THE BVILOIRG OESIG IR, PE0. A1TPIISECTION a 23 200 * y * ({� C1� � BC LL TOT. LD. 0.0 PSF 33.0 PSF CA -ENG RDW/GWH SEAN - 36409 DUH. FAC. 1.25 FROM KD SPACING 24.00 (XRIGD517-WRIGHT JAMES / WRIGHT - D8 SCISS) 71114 DIM PREPARED FAAh COMPOTER INPUT (LOADS b OIMENSTONS) SIIBt111TED R1 TRUSS MFR. TOP C►IORD 2x4 OF-L $1 200F OYERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. y BOT CHORD 2x4 3F-1. #1 WF8', 21x4 OF-L Stalal#rd IN LIEU OF STRUCTURAL PAHELS OR RIGID I:F1i.IHG USE PURLINS, "o-LATEs DESIGNCO FOR GREEN LUNDER PER NOS-97 TABLE 7.33. f0 BRACE fC M 24.00" OC, BC QI 72.00' OC. 3EFLECTIOR MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. � A007TIONAL LOADS ITC - 12D LB Canc. load at 2 1.99 '-[I] REV 05/31/00 AE8 - E(IIAOING NOTF :r l n W4X411e I -�-- W2.514 es `W2.5X4 a L F w5X6 04 3 c, /// W1.5X4 N W) . SX4 :p *'Up, wt,5X4(A1) 9 W2.5X4(Al) f V tsT •-,uce 4Z-0.O,t1 L42-0-0BJ '✓ 17. L•�-1 �'� lit_Q_0__" __..-10-0-0"�'-�---� z �---- 20-0-0 Over 2 Supports- .1 ••� -T R-758 W-S.5- Z R-906 N-5.5' r- k moJ~ PLT TYP, Wave 7Pi-9S1R Design Criteria: TPI(STD -12.Qui CAL!!/-/- [R/• Sca e-:25"/Ft. ' '• rtlMslr.•• .or N) .-QU10t ItII11R Cot FAIIICATI01. MIN 111_ 'SNIP►IND. IeITrLIINC A" [ "IC LL 16.0 PSF REF 8427- •16026 " 1 ' "ick".urn Ni PlA.01 mom W naAt LIW .u9 1uCIVO. P1TLIIMED ON ATI tro ss PLATE X1 C=> na;I.Tt. I"1•t.e'ATe K.. wn zoo. write.tl vrm. fd a 3QtTl .a,cTtS PC:OR'14 I'lerhnlee IPtx PR1CTIe13. VIkLU OTHIRP-T1 tsQf9AIro. IM C1a0 SMAII MATE INCKILr APAC11: TC UL 10.0 PSF DATE 05;31 /DO Iaucn At MITES_ 80TT.y trim :NUI ur/ t •/MfRll ITf10ra RIC1D f ILIK. ,c-3 ••IrtwT in rw.Ia A carr or Felt a"tct To In 11s1uu.na CU0Y4ACI4t. Atom al:ltntto !3C OL 7.D PSF ORw i:A85R477 o0151021 r. atD1:Ts. IK. 1P.0 1ti In 1IInCC:OLe Fat .n Ot• 11A11et fl rM" UtVISN: ♦1T FAI.UU n cella 111 1110sus a COnIxtAlLt mre ATI: 00 fe"ItAn.c• PIWrh.lec• 0IF0124. 11nALLIY: A" r�- ALPINE J wluu n orssrt. TTIc OF lm ca"I" PITH urtlalett P10110n 001 p.I:OrIA Ettlt1 1 BC LL _0.0 PSF J CA••E 4G A fl f CVC srlTtnrlrler P t m PT r t A[rw retrsT .Po Pett .uscnAnoq Ain set. .Erin * �E0 37,192 colN10205 ru :Curt a ecu sn AesA euo crit. sett. Elcsrr As nin-. unr ewereFns to # TOT. LD. 35.0 PSF' I ! EACs I/.t 1T nUi1. A10 /I1 Fit DT1rt+ty, 1nr.FTFO Ot TMIt NCIW KfITlet C.OiKCTOtS aAneu IF9 A•I. IMF crAt on T.1s OIW11t 'to, 2 trctriAlrA „ rlorls:ISNeL eeaLaursl DOR. F,�C. 1.25 FROM KD+r-` r--• 1 �t.w.. e,..r.`� "IreRcltll ITP 6 Et'/ FN 1-1 11151 mWE4111 N1IY sms. We SarmlF.FT1 JO OSE OF T11If . 7 I •'Y••�'�V-�'•� CCe��trl'lr R " PAIytItY RUJFOIFG IS Tel SFAFeFIEI1I IY er M 19110114 OWCalt. FLA SrTAy1NG 24.0• (WRIGO517-WRIGHT JAMES / WRIGHT - E1 TERM HIP) )TOP CHORD 2x4 OF -L #1 o BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :W2 2x6 DF -L #2: rn '—" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- TC - 733 LB Conc. load at 6.50 N O7 W4X4 0 y O _ 93k:: W3X4( w z z w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SU8MITTEO BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00. OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. a L 6-6-0 I 6-6-0 t 13-0-0 Over 2 Supports R-895 W-5.5• w R-969 W-5.5" 0 ,,; PLT TYP. Wave TPI -95 R Desi n Cit i TPI ST O O O N A. -0-0 5 r er a. D (.w - 1 - - - Scale —.375' Ft. 'WARNING" TRUSSES REQUIRE EXTREME CME 11 FABRICATION, HANDLING. SHIPPING, IISTALLINO AILD OAACI N6. REfER TO NW•91 (HANDLING INSTALLING AND BRAC UG). FUOl1SNEO 6Y TPI (TRUSS PLAT[ pt,D W. TC LL 16.0 PSF REF R427- -95791 INST1TITt. SB7 O'ON0FRIO DA., SUITE 200, MADISON, NI 57)19). f00. SAFE PRACTICES PN ION TO PERFORMINGTHESE FUNCTIONS. OILESS OTHERWISE INDICATED, TOP CHORD SMALL RATE PROPERLY ATTACKED TC DL 10.0. PSF DATE 05/19/00 STRUCTIAAt PANELS. BOTTOR CHORD SMALL MATE A PROPERLY ATTACHED R1610 CEILING. "IMPORTANT-- FURNISH A COPT of THIS DE31GN 70 Tit INSTALLATIONCONTRACTOR. ALPINE ENGI11EE0.E0 BC DL 7.0 PSF DRW CAUSR427 00140029 PRODUCTS. INC. SMALL NOT 0E RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN; ART FAILURE TO . C: OS BUILD TRE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, 11STALLING AMD AL PINE BGACING OF TRUSSES. THIS DES1611 CONFORMS WITH APPLICABLE PROVISIONS Of ROS (NATIONAL DESIGG BC LL 0.0 PSF CA -ENG RDW/GWH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ARO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ANE MADE 0/ TOGA AS TN A65 7 6RA0 GALLA. STEEL. Emir AS NOTED. APPLY CONNECTORS TO # ay 19 2000 * TOT. LD. 33.0 PSF SEQN - 36425 EACH FACE Of TRUSS. MD tlILESS DTKINWIS: LOCATED OA THIS DESIGN, POSITION CONMECIDAS PE0. yy,w,� OMYINSS 100 A•1. T11[ SEAL ON THIS RAVING INDICATES ACCE►TANCI OF PROfEST10NAl EN6INEERIR6 C1V11, DUR .FAC. 1.25 FROM KD ' COMP NTIf01YANlLELY EGA PARTICULMETRUSS 0U1101 N60ISANTNETDESIGN SHOWN. THE RESPONSIBILITY OF TflE BYIl01Ni1TY AND DESIGNER. EOF PER TRIS�C�I SBaaaal0 CA ad -ANSI 11, !•11DS uCTIOR I. SPACING 24.0° (WRIGO517-WRIGHT JAMES / WRIGHT - E2 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSI ITOP CHORD 2x4 DF -L i1 o BOT CHORD 2x4 OF -L #1 C-13 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. V SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Iz:l IO'PSF BC LIVE LOAD PER UBC. CV C' W4X4 0 0 z v A Q A a W2x4( w w z w 1-1-15 Lr 6-6-0 1 6-6-0 I 'E - 13-0-0 Over 2 Supports R-424 W-5.5` R-499 N-5.5" o: PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD loom 1 t� "MARNING�• TRUSSES REOU[11E MAINE CAE 11 FABRICATION, NAROLIMG, SNIPPING, INSTALLING AND BRACING. NEFIN TO NID•NI (VANDLING INSTALLING AND INACENG), PUBLISHED BY TPI (TRUSS PLATE INSTITOT[. , Mn� W. O p SHS D'ONOFRIO OR., SUI tE 200, MADISON. N1 53118) FOR SAFETY PRACTICES PRIOR TO PERFORMING TRIS[ PUICTIONS. $ILES$ OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACd ED �Qy. N STIOC7UAAL PANELS, BOTTOM CPDAO SNALL HAVE A PROFERLY ATTACHED RIGID CEILING. -*IMPORTANT- FURNISH A COPY OF THIS DESISM TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CT ^' PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR AY O(VIATIOM FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES I1 CONFORMANCE MITI TF1: OR FABRICATING, HANDLING. GQQ A PIN E SNIPPING, INSTALLING AR BRACING OF TRUSSESUSL. TOYS DESIGN CORfORMS WITH APPLICABLE PROVISIONS OF IDS (RATIONAL 013I RE AND PI. ALPINE D TAPPLY kd .� D.�,t...... �, CA 958n CONNECTOR SSPECIFICATI AREMADESOF 20GATASTII AGS3 GA40 GALS. STEELFOREST .NERCEPTIASINOTED. CORRECTORS TO EACH FACE OF TRI SS. AND UNLESS 07TEAVISE LOCATED ON TRIS DESIGN POSITION CONNECTORS PER OAU IGS 160 A•I. THE SEAL ON iNIS ORAIIHG INDICATES ACCEPTANCE OF ►ROFISSIORAL ENGINEERING RESPONSIBILITY SOLELY FORTXE TI /SS COMPoNEIIT OESSGR SMBN1. TNI SUITABILITY AID USE OF THIS A�/iPj T]FOR ANY N5(CTIOICUULAR 68ILOING IS THE RESPONSIBILITY OF THE BOILDIRN DESIGNER. PER ! ay 19 2 CML 4-8-0-0 CA - 1 - - - F Scale —.375 -/Ft.. TC LL 16.0 PSF REF R427--95790 TC OL 10.0 PSF DATE 05/19/00 BC DL 7.0 PSF DRW CAUSR427 00140028 BC LL 0.0 PSF CA -ENG RDW/GWH TOT.LD. 33.0 PSF SEON - 36423 . DUR.FAC. 1.25 FROM KD SPACING 24.0" 0 c+ 0 N Cl. C' -A N C70. O z I(RIGO517-HRIGHT JAMES / WRIGHT - E3 GIRD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONSI SURMITTFn nv Taucc A1rG TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X6 W4X6 (R) III IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00. OC, BC @ 72.00. OC. GIRDER SUPPORTS: 20- 0- 0 SPAN TO 8C ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. -7.k 100-0-0 ul L� 6-6-0 I 6-6-0 l—13-0-0.Over-2"Supports " `� -- _ - .�..�� "'e-.• .. ...�--j-•i7r+.-a^.�^^'.'�`- ! •fix R-2328 W-5.5' ®►" r Fs .. • R-2328 W-5.5" 0 PLT TYP. Wave TPI -95\R I n-4.. r-,44-4., TAT teTn. �P %,n - i - -i r �Lale �.ara- rt. —WARNING^ TRESSES REQUIRE ESTNCRE CARE IN ►ABAICATION, HANDLING. SHIPP IID, INSTALL146 MO BEACIN6. AEFER TO "I'91 (HANDLING INSTALLING MD BRACING), PUBLISHED BV TPI ITROSS PLATE p\DNf TC LL 16.0 PSF REF R427--95792 INST ITITE. SBS D'ONOFM DR., SUITE 500. MADISON, VI 53719), F00. SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE 05/19/00 PERFORRINi THESE FORCTlO1i. LISLE IS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACBED STRUCTURAL PANELS, BOTTOM CNORD SHALL NAVE A PROPERLY ATTACHf0 RIGID CEILING. •.IMPORTANT-- rURS1S1 A COPi OF THIS DESIGN TO THE INSTALLATION COSTSACTOR. ALPINE FAGINEEAED BC DL 7.0 PSF DRN CAUSR427 00140030 PRODICTS. INC. SHALL NOT Of RESPONSIBLE FOR MV DEVIATION PICK THIS OISIGI: Mi FAILORE TO AID ALPINE NR ACIS6.30 NOF TRRUSSESSESS. COTHISRDESIGN CONANCE WITH FORM RMS NITSPI: OR AAPPLICABLE PROVISIONS OF IDS 6(NATIOONALIDESI6S BC LL 0.0 PSF CA -ENG RDW/GWH IF Ic CONNECTORSIASEPMADE OFD906A01 TIE AS" A653 0440RICAN REST AND PAPER GALV. STEEL. EXCEPTLASENOTED. TPI. APPLYALPINE CONREC7048 TO # M y 19 2000 TOT.LD. 33.0 PSF SEAN - 36427 EAG FALL OF TRUSS. AND UNLESS NTTHISICR LOCATED ON TRIS BItACCEPTANCE POSITION PROFESSIONAL E PER �A C eeyV,,,, ,,,,,,,,11,,,,,,�,�,� DEARISSI 160 A•L. THE SCAT ON THIS OIIAYIN6 INDICATES AcuPTA10E OF P0.0ifSSIONAt EBGIAEfRUiRESPOS? OUR. FAC. 1.25 FROM KD ` � p• COMPONCET ION ANITT T PAiRTICULARFOR EBUILDINTRUSS GOPISOTHEFRESPONSIBILITY OF INC BUILDING DES091191 SHOWN. INC $917AOtL Try IIIGGER. FES THIS or •'--�� ANSI7T►I 1.199E SECTION E. SPACING 24.00 (WRIGO517-WRIGHT JAMES WRIGHT - F1 COM) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ** DO NOT TURN TRUSS END FOR END. ** **SYMMETRICAL PLATING RECOMMENDED BY PLATE MANUFACTURER** H W1.5J V O O a R.. Ll - W w W2.5X4(A1) ra W z WU6 ® W04 a 6 r� W5X6 E3 0X8 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC ® 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 s*� \W3X63 � 6 W1.5X4 A IVJA%kAl) M -T7 F z L.2.0.0 Ir B- 2-12--;� 2 0 0}�g CO r L ijv 16-5-4 I 16-5-4 I _�®� /�S F 32-10-8 Over 3 Supports IR -226 W-5.5' R-1281 W-5.5• :::Eq R-879 W-5.5' N O JJJ PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale –.1875"/Ft. '•HARMING•• TRUSSES REOVIRE ENTREME CARE IN lA6NICATION, HANDLING. SNIPPING, INSTALLING AID O INSTITUTE. REFER TO NII.91 (HANDLING INSTALLING AND ORACIN61, ►OBLISNED BT TPI ITR USS PLATE p1,D W. TC LL 16.0 PSF REF R427--95793 O INSTITUIE, 69S D UNCTION DN.. SUITE 200, SI INDI, HI TOP CH, FDR SAFETY PRACTICES FRIAR TO TC DL 10.0 PSF DATE 05/19/00 O PERFORMING THESE FUNCTIONS. DILt$S LL HAVE A INOICATEO, TOP CHORD SHALL NATE IRO►ERIN ATTACHED y N fTNOC1URAL PANELS. BOTTOM CHORD SRAM NAIL A 10.0►E91V ATTACHED 4I610 CEILING. �jmA •'IMPORTANT•• "IRISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINEEAED BC OL 7.0 PSF DRW CAUSR427 00140031 Qj PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUNI r... BUILD THE TRUSSES IR CONFORMANCE WITH TFI. ON FABRICATING. NAVOI(MG, SHIPPING, INSTALLING A L P I N E 1111111 OF TRUSSES. IVIS DESIGN CON►ORNS WITH APPLICABLE PROVISIONS OF IOS (NATIONAL BEST BC LL O.0 PSF CA -ENG RDW/GWH S►EC[fICAT10N 0 ..ISNED BT TME 0 TOOAI fOIE ST AND PAPER ASSOCIATION) AND TPI. ALPINE COIIECTOItS ARE MADE OF TOGA ASTM A655 GIGO HALF. STEEL. EICEPT AS NOTED. APPLY CONNECTORS ID AT May 19 2000 * TOT. LD. 33. D PSF SEAN - 36433 EAAN /ACE OF TRUSS. All UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR[ PE0. .p DRAWHIS,INGS 160 A•E. THE SEAL On THIS BRAVING INDICATES ACCEPTANCE 01 PROFESSIONAL ENGINEERING /• cAm. BUR .FAC . 1.25 FROM KD ,y t011►ONENTIf/ORISOLELY TO* ANY PARTICCUULAREBUILDING 15DTHEIDESIGN SHOWN. THE R( ONSIBILITY OF THE BUILDINHITY AND ISE DESIam. PER IDIS '7�,.� area Z; ANSI/TPI 1.1995 SECTION 2. w SPACING 24.0 0 c --.v N N ori C--:' N [77 0 z IG0517-WRIGHT JAMES / WRIGHT - F2 STEP TOP CHORD 2x4 DF -L #1 :Tl 2x4 DF -L #16Bet.: BOT CHORD 20 DF -L #1 :82 2x6 DF -L #2: :B3 2x4 OF -L #I&Bet.: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC 0 48.00' OC. 10 PSF BC LIVE LOAD PER UBC. T 1-0-0 W2.5X4(Al) a W3X6 e W2.5X4 9 6 TUTC nvr_ 05C.A- -- noun., -•n ....... .. ....... _ NEGATIVE REACTIONS (R--768# MAX, SEE BELOW) REQUIRE UPLIFT CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X8 m W5X6 9 W4X6 ft (A) (A) —1 6 8-0-0 W5X6 Em 83 W4X6 (R) M W5X4 (A2) an W5X8 in 24-7-12- "Aj � �� 16-5-4 16-5-4 L 14-11-8 17-11-0 �� fE 32-10-8 Over 3 Supports R-522 N-5.5' R-2632 W-5.5• r R--768 W-5.5' Note: All Plates Are W1.5X4 Except As Shown. C� PLT TYP_ Wavy TDI-Qq\D �� - - - - r bcale •WARHINO•• TRUSSES REQUIRE EITREME CARE Ie FABRICATION, tlANDLl A6. SNif►IRB, INSTALL IRB ARD •INACING. N[fER TO g1•fl tNAEDIlNC INSTALLING ARO eAACINc), PUBLISHED BT TPI (TRUSS PLATEp1p W. TC LL 16.0 PSF REF R427--95794 IESTLTOTE. 583 0 ROFRIO OR., IOTTE 200, MADISON, NI 57719), PON SAfETT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. VALESS OTHERWISE INDICATED. TOP CHOAD SHALL HAVE PROPEILY ATTACRED TC DL 10.0 PSF DATE 05/19/00 STANCTUTAL PANELS, NOTION CHORD SNAIL RAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTPRODNCTSI, HINC. SMAILFURNISH NOTACOPY Of .1 1ESPONSiOLE FOR�ART THE DEVIATION FROMRTRISTDESIGINi: AARTREFAILNREETOO BC DL 7.0 PSF DRW CAUSR427 00140033 ALPINE NNILD TME TRUSSES IN CONFORMANCE WITH T OA FABRICATING, HANDLING, SNIPPING, INSTALLING BRACING OF TROSSES. 11IS DESTGN CON"ARt W1TE APPLICABLE PEOTISIONS OF ROS (NATIONAL DESIG BC LL 0.0 PSF CA -ENG RDW/GWH SPECIFICATIOND ALPINE CONNECTO $ ARE PPPAGE Of.... D201A ASTMM ABRS] ICAll GE4oEGALI.NSTEEL. ENCIPTIATION43 NOOD PAPER TED. TAPPLY CONNICTORS TO * May 19 2000 * TOT.LD. 33.0 PSF SEON - 17682 EACR SALE OF 1RU3i. AND Itl[SS OTHERWISE LOCATED ON THIS DESIGN, POSITION COINECT011f PER DRAWINGS SSO A•2. THE SERE OR TRIS MMMT DESIGN SS ACCEPTANCE Or TABILITIOAND USEIOEERIIt CIyIL DUR.FAC. 1.25 FROM KD COMPONENT FOR ANYIPARTICItAREBUILDINTRUSS �OTNI TAES►ONSIBILITY OF THE 1NSHM. WE ILDINGtDESIGNER, PER E OF TR14 �SEalloaitgG95 US117►l l•19f3 SECTIOI I.or SPACING 24.0° IG0517-WRIGHT JAMES / WRIGHT - G1 GIRD TDP CHORD 2x4 DF -L #1 o BOT CHORD 2x8 OF -L $1 \ WEBS 2x4 DF -L Standard :W3 2x4 OF -L #1: C`7 'JIPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER BC - From 485 PLF at 0.00 to 485 PLF at 19.33 CV o DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z_ 10 PSF BC LIVE LOAD PER UBC. W6x4 e THIS DWG PREPARED -FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required L_ --- -_ —..� NAILING SCHEDULE: (0.131x3.0_g nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 6" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, 8C @ 72.00" OC. 114A 1Z (ti i z W W4x12 (63) I= L 9-8-0 t 9-8-0 t Q 19-4-0 Over 2 Supports R-5326'IW-5.5" C-2 -.;; PLT TYP. Wave TPI -95\R I 0 0 0 N ALPINE .y„ AV- M= CAP`9582>< 'LOO iteria: n N1ULIM5. 50IPPIN6. INSTALLING AND BRACIK. AEFEA TO HI"I (HANDLING INSTALL116 AND BRACING), FUILISHIO BY 7►I CIAO$$ PLATE INSTITUTE, 983 O'ONOFRIO DR., SUITE 200, MADISON, WI $3719). FOR SAFETY PRACTICESPMIOA i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACNID STINCTINAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NTGIO CEILING. IMORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODICTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TILE TRUSSES To CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING A BRACItG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROIISIONS OF NDS (NATIONAL DFST SIECIFICATION PUBLISHED aT TILE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF IOGA ASIR ABS3 6840 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWING 160 4.Z . THE SEAL OM THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FON THE TRUSS COMPONENT DESIGN SHOWN, THE SPITABILIFY AND USE OF THIS COIRONEXT FOR ANY ►ANTTCOLAR BUILDING IS THE RES►OILSIBILITT OF TRE AWILOING DESIGNER, RR ANSIPT►I 1.1999 SECTION 2. R-5326zk-5.5" 07/ cA - 1 - - - F Scale -.375-/Ft. �0 w TC LL 16.0 PSF REF R427--95795 W TC DL 10.0 PSF DATE 05/19/00 D BC DL 7.0 PSF DRW CAUSR427 00140039 BC LL 0.0 PSF CA -ENG RDW/GWH May 19 2000 * TOT.LD. 33.0 PSF SEON - 17696 emu DUR.FAC. 1.25 FROM KD �� SPACING 24.0" IG0517-WRIGHT JAMES / WRIGHT - G2 C THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR ITOP CHORD 2x4 OF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: c BOT CHORD 2x4 OF -L #1 TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. WEBS 2x4 DF -L Standard , DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. `'1 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3, cam: 30 PSF BC LIVE LOAD PER UBC. I N Q) C� W4X4 Ga W1.5X4 t W1.5X4 cn .6 F— —I 6 H V A C=) A W2:5X4 Ea C -Q W2.5X4(A1) a W2.5X4 a W2.5X4(A1) e z c7 z w z �2 0-OTJ Lr.2-0-0..J L< 9-8-0 I 9-8-0 I �19-4-0 Over 2 Supports R-750 W-5.5' Fz. R-750 W-5.5' .a: PLT TYP. Wave TPI -95 R Design Criteria: TPI STD I ^WARMING'• TRUSSES REQUIRE ENTREME CAIS IN FABRICATION, SABOLING, SNIPPING, 1NSTALLIEO AND O BRAC1110. AEF[R TO °10.91 (HANDLING 11STALl1RG AND BMCIIG), PUBLISHED BY TPI (TRUSS PLATE �Q� C INSTITUTE SSS D•ONOFRID DS ., SB ETE E00, MADISON, WI S31I9) PON SAFETY PRACTICES PRIOR TO w C� P"FORNIS THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE FlOPEALY ATTACHED GF" N STRUCTURAL PANELS. BUTTON CHORD SHALL HAVE A PROPERLY ATTACIED NIGID CEILING. +PRODUCTS. INC. SMALL INOT SH ABEONESPO SIILE FOR PS OF 711S SANY TO TDIVIATIONHE LFROM THATION IS DESIGN; AANY NEFAILURE ETO � DUILO TIE TRUSSES IN CONFORNARCS MITI TPI; OR FABRICATING, DANDLING, SNIPPING. IISTALLING AB ALPINE NR►CIRG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESI LPINE CONNECTORSIF EC IAAEON PMADE SOF EOGAHED Of TABTM A6SS DIIAOHE AMERICAN RGALVEST .S EIL. 110EPTPAPER IASINOTED. ON) ARID TAPPLY ACONNECTORS TD t ayEAC] DRAWWINGS 160 A.I.FACE F ArutUSEALS0ITTSISISE O AVINSTINDICATESD DO SACCEPTANCEOSITION Of PROFESSIONALNS PE ENOISEERING �. TAkim D.�.L....- RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOYW. THE SUITABILITY AND USE OF TBIS Cl St '4J� .�QiD11Pn1pL (CA 954 A�jSjIOtT'iT1�19iABSECT TICION UL BUIl01N6 IS TNS RESPONSIBILITY Of TWE BUILDING DESIGNER, PER 0rl .r.8-0-0 I-;.,'Y� • FYI ��r . CA - 1 - - F '4' TC LL 16,0 PSF TC DL 10.0 PSF 5 BC DL 7.0 PSF BC LL 0.0 'PSF i 200 Tt TOT.LD. 33.0 PSF 7 DUR.FAC. 1.25 LCL'` SPACING 24.0° scale —.zo7j z. REF R427--95796 DATE 05/19/00 DR W CAUSR427 00140041 CA -ENG RDW/GWH SEAN - 17686 FROM KO (WRIGO517-WRIGHT JAMES / WRIGHT - HI ITOP CHORD 2x4 OF -L #1 C=) BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard LJ••1 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n.: I C� N CT O Z W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4 e NZAb (A1) z l -'.2-0-0.'j t,.2 -0-O. J L_ 12-0-0 I 12-0-0 r _I 24-0-0 Over 2 Supports R-904 W -5.5'E a R-904 W-5.5' P d. 6 PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA - 1 - - -�F Scale—.2Fta. I "YARNING-- TRUSSES AEOUIRE EXTREME -WE IN FABRICATION. MAN DLI AG, StlIPPIN6, INSFALLI A6 AOD O BRACIVB. RIFER 10 HIB -N1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE CI�W..y TC LL 16.0 PSF REF R427--95797 IIST ITUTI. NES D'ONOFRIO pl., SUITE l00, MADISON, YI S3719). FOR SANITY PRACTICES PRION i0 D� TC DL 10:0 PSF DATE 05/19/00 C� P(gfONMING TYES[ FUNCTIONS. UNLESS OTNERYISE INDICATED, TOP CNOIO SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS, BOTTOM CHORD SHALL SAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT`- FURNISH A COPY OF THIS DESIGN TO THE 103TALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7. 0 PSF DRW CAUSR427 00140042 Qj PRODUCTS, INC. SMALL NDT Bt RESPONSIBLE FOR ANY DEVIATION FROH THIS DESIGN: ANT FAILOtI TO BUIto 411i TROSSES IN CONrORMANCL YITM 111; OR FAORICATI46. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. 11115 DE516N CONFOIN1 WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN B BC LL 0.0 PSF CA -ENG RDW/GWH SPECIFICATION PUIL ISBED BY Txf AMERICAN FO!(fT AND ►APIA ASSOCIATION) AILD TPI. ALPINE CONNECTORS ARE MADE Or FOGA ASTM ABSS GA40 GALV. STEEL. EICIPT As NOTED. APPLY CONNECTORS TO # May 19 2000 * TOT. LD. 33.0 PSF SEQN - 17100 EACN rACE 0r TRUSS, AND UNLESS OTBERVISC LOCATED ON THIS DESIGN, POSITION CONNECTORS 0U DRAYI463 160 A-1. THE SEAL ON THIS MAKING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Li' CMC. P OUR .FAC . 1.25 FROM KD RCOMPONENTIFDA ANYLITY LPARTIELY CULAR BUILDING 15 THETRE TRUSS TRESPONSIBILITY OF III BUILDINGIII SBOWN.t0ES16914 TY AND EPEE THIS .Q- �Altpiw6ftbmeqr .,'. "^ "°`� I ANSIITrt t -Ills azcrtOR z. SPACING 24.0° This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices 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 TRUSSES ° Itis the responsibility of the installer (builder, building contractor, licensed contractor erector or erection contractor) toProperty receive, unload, store. handle, instadanc brace metal nate connected wood trusses to protect life and nronertv. The installer must exercise the same high degree of safety awareness as with any other structura material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineers design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition, A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application 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 based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ,. ';';TRUSS°i`STORAGER CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation a begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 3/12 8' 17 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 DF - Douglas Fir -Larch SP - Southern Pine o HF - Hem -Fir SPF - Spruce -Pine -Fir ��Jy SQA\ Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. Or kgs$ PLUMB 12 —� 3 or d'• greater \ All lateral braces lapped at least 2 trusses. Continuous Top CI Lateral Brace Required 10' or Greater Attachment Required — WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A T U Lesser of U200 or 2" L(in) L(in) +T Lesser of U200 or 2" L(tn) U200 L(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1.1 4' 60" 1-1/4" 5' T U Lesser of U200 or 2" L(in) L(in) +T Lesser of U200 or 2" L(tn) U200 L(ft) I 1 4" 4.2' 100" 1/2" 8.3' 72" 1-1/2'. 6' 3/4" 12.5' 84" 1 -3 4" 7' 96" 2" 8' Truss I 108" 2" 9' Depth I - D(in) i I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. T U Lesser of U200 or 2" L(in) L(in) +T Lesser of U200 or 2" L(tn) U200 L(ft) 50" 1 4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(ir►); U200 L(ft) 200" 1" 16.7' 250" 1-1 /4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should ® WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 Is L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL TOP CHORD Continuous TOP CHARD DIAGONAL BRACE MINIMUM LATERAL,BRACE SPAN DEPTH U." #trusses Required Top chords that are laterally braced can buckle Up to 32' 1 30" 1 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 1 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 Is L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral ed braces lapped at least two trusses. End �diagonalssse�ntial for stability and must be fiupiicates both ends of the truss system. =450 a :c e T or Greater AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse If there [one diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 0 E All lateral braces lapped at least two trusses. End diagonals are estiai for stability and must be dupllcate� both ends of the truss system. •: ►� ' . Is--� / = 45` Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment / Required --- 3t/2a Trusses must have lum- ber oriented in the hori- zontal direction to use ? this brace spacing. r 1,. 2x4/2x6 PARALLEL Continuous CHORD TRUSS,... Top chord Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10' 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. Attachment Required 20"Oes) t0 Trusses SP FI All lateral ed braces lapped at least two trusses. End �diagonalssse�ntial for stability and must be fiupiicates both ends of the truss system. =450 a :c e T or Greater AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse If there [one diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 0 E All lateral braces lapped at least two trusses. End diagonals are estiai for stability and must be dupllcate� both ends of the truss system. •: ►� ' . Is--� / = 45` Frame 5 30" or greater Continuous Top Chord —\ Lateral Brace Required I 10' or Greater Attachment / Required --- 3t/2a Trusses must have lum- ber oriented in the hori- zontal direction to use ? this brace spacing. r 1,. Tag Line WARNING: Do not attach cables, chains, or hooks to the web members. 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. /6 10 MECHANICAL: , so° or less INSTALLATION or less TA!pproimately Approximately Tag '/z truss length '/2 truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the '/z to V3 truss length truss are securely fastened and tempo - Less than or equal to 60' lyary bracing is installed. Tag Line Tag Line Spreader Bar Toe In —A �f—Toe In i Approximately Less than or equal to 60' Strongback/ SpreaderBar At or above mid -height 10 F Approximately_ 1/3 to 3/J truss length Greater than 60' Strongback/ SpreaderBar 10 L Approximately I Y3 to 1/J truss length Tag Tag Line Line Greater than 60' Typical horizontal tie member with multiple stakes (HT) Frame 2 trues of braced oup ct trusses (ES) CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 trues of braced oup ct trusses (ES) ' Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chard when purlins are attached to the topside of the top chord. 12 —1 4 or greater F A =4e DF - Douglas Fir -Larch SP - Southern Pine .......::........ "` SPF - Spruce -Pine -Fir TOP CHORD Continuous Top Chord All lateral braces TOP CHORD DIAGONAL BRACE Required MINIMUM LATERAL BRACE SPADING (DBS SPAN PITCH SPACING(LB #trusses .., ......... trusses. U to 32 4/12 8' 20 1 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 1 4/12 r 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. All lateral braces 10' or Greater Required lapped at least 2 Attachment trusses. 10° or Greater Required %ess 32 of / WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' I 17 1 12 Over 28'- 42' 3.0 1 6' ! 9 6 Over 42' - 60' 3.0 1 5' 5 3 Over 60' See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment \ Required Frame 3 00� ti 0 Topchordsthatare laterally braced can buckle togetherandcause collapse iflhereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the lop chord. SCISSORS t c+ 45�- 12 -� 4 or greater ' " !0'. VO CHORD; BOTTOM CHORD i)IAGONAL BRACE. MINIMUM LATERAL{BRACE SPACING (DBS SPAN PITCH SPACING(LB� [# lrussesJ :::: U to 32' 4/12 15' ZI 20 15 Over 32' - 48' 4/12 15' 10 7 1 Over 48'- 60' 4/12 15' 4 Over 60' See a registered professlonal engineer DF - Doual'as Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same> spacing as top chord diagonal bracing. L,y QWARNING: Failure to follow these recommendations could result in Q severe nersonal damage to or dato trusses or buildinas. Cross bracing repeated at each end of the building and at 20' Intervals. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 09 -Jun -2000 2000-0021337 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL 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: 3(&', 3 Go vv\ C-ou �e i UYAUNM LOT419 Date /0(i State of Californi County of ' Ma On before me, personally appeared \ personally known to me (or proved to me nn the ayofsyatisfactw7 a 'd ce to be the person(p whose nameq) is/ar . subscribed to the within instrument and acknowledged to me that be/sye/t46y executed the same in his �/t4ir authorized capacity(iX), and that by his*r/th�ir signatureo) on the instrument, the persono or the entity upon behalf of which the persons acted, executed the instrument. WITNESS hand and official seal. f Signature 1 Seal: A.P. # .Q� %— cjb — oc VERONICA CAVAZOS COMM. 0 1231709 FOTMODUI IOF I�f�WtIA W Comm.Expirls Anp.8,2003�' CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of On �J' / ` Z` , before me, ]81* 'HCtmB NowyP0WC Dale Name and Title of Officer (e.g., 'Jane Doe, Notary Public) personally appeared Name(s) of Signe s) y Known to me r -proved to me on the basis of satisfactory evidence to be the person* whose name(it- is/ave OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Documgnt �1 Title or Type of Document: /1 7�/T L Document Date:/ / C/ U Number of Pages: Signer(s) Other Than Named Above: Ca acity(ies) Claimed by Signer Si ner's Name: Individual Top of thumb here Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: © 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 � 1 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876.6827 subscribed to the within instrument and acknowledged to me that be(she/tkr6y_ezecuted the same in Fisher/their authorized capacity(ie L.. and that by h4ther/th4ir signature(6)-on the instrument the person(F, or the entity upon behalf of which the person(b* .,1_1%_ BLAIR L HERMAN COMM.111207756 acted, executed the instrument. a w �� NOTARY PUBUC•CALIPORIrJI .. COUNTY# WffE, w WITNES ? - d ff* i f seal. Comm. E3*u F k?. 2009 Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Documgnt �1 Title or Type of Document: /1 7�/T L Document Date:/ / C/ U Number of Pages: Signer(s) Other Than Named Above: Ca acity(ies) Claimed by Signer Si ner's Name: Individual Top of thumb here Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: © 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 � 1 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876.6827 Permit clearance Environmental Health Issues - yes -Septic eav Septic Permit Review: Agriculture Affidavit Requlred ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed 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: Map Date of Recording: 1Z Lot: Block: Book: Page =onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/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 EHD requirements. ❑ Other :eneral Comments: eav AO -D1 . S ❑ APPROVED C DITIONALLY APPROVED r. ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: O D — O C� rj Genera/Information Owners Name: Owners Address: _ Building Site Address: 3 Vj*J 21 Gi-i1 t Date: S _3 — Q �• AP#: Parcel Acreage: 1.Op C) 59 2 X13 Co cr _ l Prooerlylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industial ❑ Mobile Home In SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: General Plan: Use Permit: Date of Zoning Ordinance: Development Agreement: Variance: Parcel Is In: Land Conservation Agreement ff No ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan INNo ❑ Yes Violation Area Aj No ❑ Yes Specific Plan ❑ No j@ Yes 10 Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain ❑ No ❑Yes Zone: O No ❑Yes 3S' Watershed Protection Zone Proposed Use Complies With: 09 General Plan ® Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famiiv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: 0 ❑ Cohasset Panel Number: ❑ Accessory Building Use Zonin Code Street & Highways Fire Prevention Subdivision Ma Front o Side Side street Rear �� O Height 3S' FROM JESSEN-WRIGHT PHONE NO. 530 894 3016 Jun. 16 2000 08:39AM P1 F.Ax TRANSMISSION JIESSEN-WRIGHT STRUCTURAL ENGINEERS 3 WEST 8TH AVENUE. SUITE A Cr+Ico. CA 95926 + (530) 894-5345 FAX: (530) 894-30 ( 6 To: Martha Whitney Date: June 15, 2000 Fax #: 538-2140 Pages: 7� , including this cover From: Jim Wright i sheet. Subject: Wright Residence AP 047-680-009 -COMMENTS: Martha, I have read the project soils report and have incorporated the recommendations into my design. We will presoak the soil prior to concrete placement. Thank YOU, ) R. jq! O ct. ; N0. 0 EXP. ��' �s'Aucr��`P• a.� 9TForCALtf�Q Post -it® Fax Note 7671 Date .f5 #oof pages To ^I From A 1 G _1 Co./Dept. Co. �)"e, cwoq�Il i ru Phone # ?vl , t _ �2 i 1 S `t -✓ Phone # Fax #4' � �„� _ I / _ Fax # 2M 2 I Jim 12(., a6L py-ovJe-, a uue-� - 5- .pf�d c©pV o;. your -1he, r- fo✓e and, i �5 `fou. M &x u5 a ccry Q,i1G� 6wot wet 414 C( Orw- weft o�' IC+�r yOU- P flit, UP lui rn , 6 at � Oroth lle ®Wice o l '�-e5 cWe Cou n Ce n-�r' brf ve PefW,+4 � 44, '►5s uect o -E-he, Orn vi k o Fis c . are o n SROM : JESSEN-WRIGHT PHONE NO. : 530 894-3016 Jun. 15 2000 11:13AM P1 FAx TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS I 13 WEST eTM AVENUE. SUITE A CHICO. CA 95926 (530) 894-5345 FAX; (530) 894-30 1 Q To: Martha Whitney Date: June 15, 2000 Fax #: 538-2140 pages: Three, including this cover From: Jim Wright sheet. Subject: Wright Residence AP 047-680-009 COMMENTS: Martha, Z have read the project soils report and have incorporated the recommendations into my design. We will presoak the soil prior to concrete placement. Thank you, James R. Wright FROM,: JESSEN-WRIGHT PHONE NO. : 530 894 3016 Jun. 15 2000 11:25AM P1 FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 1.3 WEST 8TH AVENUE, SUITE A CHICO. CA 95926 (530) 6945345 Fax: (530) 894-3015 To: Martha Whitney Date: June 15, 2000 Fax #: 538-2140 Pages: Three, including this cover From: Jim Wright sheet. Subjects Wright Residence AP 047-680-009 COMMENTS: Martha, I have read the project soils report and have incorporated the recommendations into my design. We will presoak the soil prior to concrete placement. Thank you, James R Wright �(ea5e provide, -4wa oc+,�tmd c.bpie,� o� -Ac (40,,t hcwe. vvde -�o -Nhe -�voht of 'Ae (�,raje G��� 2 . C�dd'��ena� G'a�K� rnua� YVtacie -lv �-�ounaafier> �✓(c�'I �►e�.� � - �' +Q'� �''nc�' ��� made het Z � `feu tNicul bui Idihc� COU*l q�1�5 Alio 4w �x �Ylctud J Ck. copy of '7%e K +k)A 5u.bdi vision . Fled6c r'o(Jklc C4, le,�'� ��ou have. react 40 repov-�- acct yam �2 Yl)ncoryo1va+eci r'e comrneridafions grin spur SSR I�O0�`✓)et'1�-ior) A r oF8 All FROM JESSEN-WRIGHT P PHONE NO. : 530 894 3016 1 2•o� 8 Jun. 08 2000 11:58AM P10 NEIL O. ANDERSON & ASSOCIATES, INC. GEOTECHNICAL • ENVIRONMENTAL • GROUNDWATER • INSPECTIONS • TESTING • LABORATORY SERVICES SACRAMENTO OFFICE . CORPORATE OFFICE 4229 Northgate Boulevard, Suite 3 22 Houston Lane CHICO (530) 891-6304 Sacramento, California 95834 Lodi, California 95240 STOCKTON (209)472-1091 (916) 929-9267 (209) 367-3701 RANCHOCORDOVA (916)6314455 FAX: (916) 929-9269 FAX: (209) 333-8303 November 29, 1999 GEOTECHNICAL INVESTIGATION AUTUMN PARK SUBDIVISION GARDNER LANE & THUNDER ROAD CHICO, CALIFORNIA OUR JOB NUMBER: 99018G INTRODUCTION It is proposed to construct a new 21 lot subdivision on a 21 acre site located on the northwest corner of Gardner Lane and Thunder Road, Chico, California. Development will include the construction of streets and underground utilities. Proposed construction of the homes is one and two story wood frame with concrete slab -on -grade. Foundation loads associated with the project will be light and grading requirements will likely call for minor cuts and fills (2 to 3 feet). The parcel map and the construction data was furnished by Ritchie Homes, Chico California. The geotechnical study conducted at this site was prepared for the use of the engineer for application to the design of the building and grading plan in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of this study. II GENERAL GEOLOGIC AND SITE CONDITIONS The general geology of the area indicates that the soils at the subject site are Pleistocene age. alluvial deposits from the Upper member of the Modesto Formation consisting of gravel, sand, silt, and clay derived from the Tuscan Formation and from rocks of the Coast Ranges and Klamath Mountains': The site is located in Seismic Zone 3 with a soil profile type of Sc z and all structures should be designed accordingly. There are no known faults which cross the site, nor are there faults which have major active segments within 30 miles of the site, but segments of the less active pre-. quaternary Foothills Fault System are located within 15 miles to the east of the site 3. The California David S. Harwood, Edward J. Helley, and Michael P. Doukas. (1981), Geologic Map of the Chico Moncline and Northeastern Part of the Sacramento Valley, California, Department of the Interior U.S. Geological Survey. 2 Uniform Building Code, 1997 Edition, International Conference of Building Officials, Whittier, CA. ' Jennings, C.W.,(1994), Fault Activity Map of California and Adjacent Areas with Locations and Ages of Recent Volcanic Eruptions, California Department of Mmes and Geology, Sacramento, CA. AUTUMN PARK SUBDIVISION Page No. 2 Division of Mines and Geology assigns,a 1,0% probability in 50 years that the site will experience a peak horizontal ground acceleration fora soft rock site of 0.1 to 0.2g from a maximum credible earthquake on a known active fault'. A detailed analysis of the liquefaction potential for the proposed site was outside the scope of our investigation. Following is a table of the 1997 Uniform Building Code Soil Parameters for seismic designs: BUILDING CODT ME DESIGN PARAMET Seismic Zone, Z 3 Soil Type, S Sc Seismic Source Type B Seismic Co -efficient, Ca 0.33 Seismic Co -efficient, Cv 0.45 Distance to Source: 30 miles The general topography of the site and surrounding area is relatively.flat terrain. At the time of our investigation the site consisted of native grasses and weeds as well as several trees from an old orchard. The site is bordered by Gardner Lane to the east and Thunder Road to the south. Residential homes border the site to the north and an orchard is located to the west. III FIELD EXPLORATION AND LABORATORY TESTING The field investigation consisted of drilling and sampling a total of 8 test holes carried to depths of 4.5 to 11.5 feet. The variance in depth, was due to encountering rock which resulted in refusal in all of the test pits except borings B-4, B-6, B-7, and B-8. Test holes were drilled with a truck mounted B-24 drill rig, utilizing 4.5 inch continuous flight solid stem auger. The location of the test holes is shown on the location map, Plate No. 1. The location of the test holes was determined by pacing hence accuracy can be implied only to the degree that this method warrants. Sampling of the test holes was performed at various depths by a California Modified 2.5 inch o.d. split spoon sampler with stainless steel tube liners. The sampler was driven by a 140 pound hammer with a 30 inch drop. Blow counts required to drive the sampler every 6 inches for a total of 18 inches were recorded and a summary of the blow counts required to drive the sampler the last 12 inches is presented on the Log of Boring sheets, Plate No.2 through 9. ° Dept. of Conservation, Division of Mines and Geology, -1999, Seismic Shaking Hazard Maps of California, Map Sheet 48. s Uniform Building Code, 1997 Edition, International Conference of Building Officials, Whittier, CA. P IDE RS • > N Q � P 9ssoc% AUTUMN PARK SUBDIVISION `Page No. 3 Relatively undisturbed soil .sarnples obtained from the test holes were preserved until the samples could be tested in the laboratory. Samples were taken to the laboratory of Neil O. Anderson & Associates, Inc., Sacramento, California and used for performing various laboratory tests. ' Tests performed consisted of unit weights, moisture contents and atterburg limits tests: A summary of the test results is presented on the Log of Boring sheet. IV SOIL CONDITIONS Visual classification according to ASTM D2488 (Visual - Manual Procedure) of each soil stratum encountered was made in the field by an engineer at the time the test holes were drilled. The samples obtained were checked in the laboratory and classification verified according to ASTM D2487. A classification and graphical representation of each soil encountered is presented on the Log of Boring sheets. The test boring legend is presented on Plate No. 10. The soils encountered in the test holes were reasonably uniform between holes. The upper 4.0 to 7.0 feet consisted of a stiff to very stiff sandy clay and clay with sand. The surface soil was underlain by a stratum of stiff to very stiff sandy clay, clay with sand, and clayey sand. Stratums below the clay layers consisted of silty sandy angular gravel and rock which continued to the maximum depth explored. For a more detailed description of the soils encountered in the test borings see the Log of Boring sheet. Test boring logs show subsurface conditions at the date and locations indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. No ground water was encountered in the test borings at the time they were drilled. V DESIGN STUDIES AND RECOMMENDATIONS From a soil engineering standpoint, it is our opinion that the site is suitable for development of the proposed project. However, all of the conclusions and recommendations presented in this report should be incorporated in the design and construction to avoid soil and foundation problems. The main item of consideration is the potentially expansive surface and sub -surface clay soil. The surface and sub -surface soils consist of a moderately to highly expansive clay. The clay soil should provide adequate support for the light loads associated with the proposed residential foundations, however, due to its expansive nature special preparation of the subgrade soils beneath the slab will be required to minimize potential floor slab movement and cracking. Experience has shown that if expansive clay soils are pre -moistened and the slab is surrounded by a continuous footing that serves as a cut -off -wall, moisture variations in the clay soils should be kept to a minimum and movement of the slab should be within acceptable limits: M AUTUMN PARK SUBDIVISION Page No. 4 Gradin The site should initially be cleared of all surface organic growth or loose soil as recommended in Appendix A, Engineered Fill Specifications. After clearing operations and any cuts have been made, the subgrade thus exposed should be scarified for a minimum. depth of 8 inches and recompacted as indicated in Appendix A, with the following modification: All on-site clay soil that is either scarified and recompacted or that is utilized for fill shall be compacted at a moisture content that is at least 2 to 3 percent over optimum moisture content. The value of this moisture content shall be furnished to the grading contractor by the soil engineer. The required density of the recompacted subgrade shall be between 87 and 92 percent, but in no instance should exceed 92 percent. If compaction is in excess of 92 percent or the required minimum moisture content has not been achieved, the recompacted subgrade will be considered unacceptable and reworking of the subgrade shall be required. It is important that the subgrade not be over -compacted as it will make the pre -saturation process difficult. Fill placed on building pads should be placed as engineered fill as recommended in Appendix A with the noted modification. All fill should be placed in horizontal lifts and should extend a minimum of 5 feet beyond proposed footing lines. On site soils are suitable for use as engineered fill. Foundations If grading is accomplished as specified, foundations may consist of conventional spread footings and concrete slab -on -grade. Minimum width of continuous footings is 12 inches. Footings should be carried to a minimum depth of 18 inches below surrounding grade for either one or two story houses. Foundation reinforcement should be designed by the structural engineer but as a minimum, footings should be continuously reinforced with 244 bars top and bottom (total of 4 bars). Foundations constructed in this manner may be loaded to a bearing capacity of 2000 pounds per square foot total -load. Bearing capacity may be increased by 1/3 for temporary wind and seismic loads. Potential settlement, either immediate or long term, of foundations constructed and loaded in this manner should be less than 1 -inch total and '/2 -inch differential. Floor Slabs Four inches of clean gravel should be placed beneath the slab -on -grade. This gravel should be well graded between a maximum size of 1 inch and a minimum size of 1/4 inch with zero percent passing the No. 4 sieve. The gravel should be covered by a impervious vapor barrier such as 6 mil visqueen or equivalent. The visqueen should be covered by 1 to 2 inches of sand to protect it during construction and to aid in curing the concrete. It is recommended that the slab be a minimum of 4 inches thick and be reinforced with fibermesh, 6 x 6 x 1.4mm x 1.4mm (6x6xIOx10) wire mesh, or P 'OE RS D N Z W Q P USpGNk y AUTUMN PARK SUBDIVISION Page No. 5 #3 bars at 18 inch centers both ways. If wire mesh is desired, sheets should be specified in -lieu of rolls to ensure more accurate placement within the slab. To assure that the slab subgrade is in a near -saturated condition prior to floor slab placement, pre -saturation of the subgrade should be performed. The subgrade should be in a near saturated condition for a minimum depth of 18 inches below grade. Experience has shown that the best way to achieve the required saturation is to first cast the footings to within 4 inches of the top of slab. The interior is then prepared with the addition of the gravel, visqueen, sand, and reinforcement. Water is then introduced into the gravel layer and allowed to soak in (the perimeter footing will serve as a dike to retain the water). The saturation is critical and should be verified by an engineer. Once saturation has been verified, casting of the slab may proceed. Tests and Inspections It is recommended that our office be afforded the opportunity of reviewing the completed foundation and grading plans to verify that our recommendations have been properly interpreted and incorporated. Unless our office is allowed this opportunity, we disavow any responsibility from problems arising from failure to follow geotechnical recommendations or improper interpretation and implementation of our recommendations. It is also recommended that our office be retained to perform the recommended grading control, compaction testing, and pre -saturation inspection. Unless we have been retained to provided these services, our office can not be held responsible for problems arising during or after construction that could have been avoided had these services been performed. The fees for these services are in addition to that associated with this report. VI LIMITATIONS The recommendations of this report are based on the information provided regarding the proposed construction as well as the subsoil conditions encountered at the test boring locations. If the proposed construction is modified or resited, or if it is found during construction that subsurface conditions differ from those described on the test boring logs, the conclusions and recommendations of this report should be considered invalid unless the changes are reviewed and the conclusions and recommendations modified or approved in writing. The analysis, conclusions and recommendations contained in this report are based on the site conditions as they existed at the time we drilled our test borings. It was assumed that the test borings are representative of the subsurface conditions throughout the site. If there is a substantial lapse of time between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, we urge that our report be reviewed to determine the applicability of the P PERS ti S N Z W Q � P �SSOC. 7r= AUTUMN PARK. SUBDIVISION. Page No. 6 Our professional services were,performed, our findings obtained, and our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around this site. Any statements in this report or on the soil logs regarding odors noted or unusual or suspicious items or conditions observed are strictly for the information of our client. NOA:wjb [soils\99018G.rpt] Very truly yours, NEIL O. ANDERSON & ASSOCIATES, INC. W . L' - Z J., � � '�' W . J#n Baker, Project Engineer BS Neil . Anders , President Ge technical Engineer No. 2245 101 COMICE COURT w ` -'s Er vircnmental Hedih APR 2 7 2000 Chico, CA _ SHEET PTIE: VICINITY MAP � 'Ess SITE PLAN R SITE DETAILS i _ Cl A Wrl w; APPROVif iiiiiiiiiiiiiii V I A f -;T F7. I I I g= mz y a I ( I ®I f. i I I LODZ , 0 ddb I i I I r- 1 1 v D X00 O 2 z v� r -I I I 1 — 08� 1 `_J 1 �zm COMICE COURT w ` -'s Er vircnmental Hedih APR 2 7 2000 Chico, CA _ SHEET PTIE: VICINITY MAP � 'Ess SITE PLAN R SITE DETAILS i _ Cl A Wrl w; APPROVif iiiiiiiiiiiiiii V I A f -;T F7.