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047-430-058
_J. 047-430-058 PERMIT#98-1196 DEADMOND, G.W. 90 Felicidad, Chico f New Single Family ti I71 i 047.430-058 02.1739 COLE, GARY & MARY INAL.E 90 FELICIDAD LN., CHICO CONT: THE PERRY CO. POOL HOUSE 047-430-058 02-2448 COLE, GARY & MARYINALED 90 FELICIDAD LN., CHICO - Q-Q CONT: THE PERRY CO POOL IN POOL HOUSE +E t 1 _J. n I _J. f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 7 County. Center Drive • Oroville, California 95965 • Telephonel(530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT x7-2448' ' ASSESSOR PARCEL NUMBER 047-430-058 ZONING BUILDING PERMIT OWNER_ Lynn Cole !Y' ary/Mary �3�9HoN3 SQ. FT. OCC. BUILDING VALUATION ♦ L 500.00 . OWNERS MAILING ADDRESS 90 Felicidad Chico CA COfITRACTOR'S NAME P v TELEPHONE 893-0711 CONTRACTORS MAIUNO ADDRESS 1063 Eaton Road Chico CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $1W.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ '20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 90 Felicidad Land Chaco Ca Energy Plan Checking Fee $ $ PERMIT FEE $ 78.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF OZ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK i>�* New ❑ Addition ❑ Remodel ❑f Utilities ❑ Installation ❑. Other O Describe Work: Aool in Dool house Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S 50.00 ELECTRICAL PERMIT Fling Fee 20.00 a00VOR UE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in'I orce and effect. �� License Class Lic. No. OWNER -BUILDER DECLARATION�' I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the -Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OOOUP. OR ADDNS. ( a ACC. BLDS. SO 3.50FT, NEW C NON REsONSlpT. 'MULTI.OUT. LET @7.50 POWER APPARATUS a SINGLE OUrLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .50 Ex. Occup. oFur11s RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ElectIft 30.00 PERMIT FEE $ 50.()() MECHANICAL PERMIT Fling Fee ' 20.00 Heating Cooling Hood 6.50 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.) I certify that in the performance of the work for which this permit is issued, I shall not employlany: person in•any manner so. as to become subject to workers' compensation laws of California, and agree that f I should become subject to the wor efrs' c7pensation provisions of section 3700 of the Labor Code, I shall fo with omply with those . visions. X `" Date �', Signature of Applic nt - ❑'Owner ❑ fontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE,$ 17800 HAZ. D. FEES IMP FLOOD CDF PARCEL PO,' HDIrSSU yr This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �---- ��KIQ/10 By tel'"1r Date Z PERMIT'EXPIRES ON ; ; C I(Date)J Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �0i01/i IV COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION P 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT 02-2448 ASSESSOR PARCEL NUMBER 047-430-058 ZONING BUILDING PERMIT OWNER�E—°y/F543 Gar /Mar LYnn Cole SO. FT. OCC. BUILDING VALUATION Cont 500.00 OWNERS MARINO ADDRESS 90 F elici-dad Chi -co CA CON_TRACTOR'S NAME TELEPHONE 3-0711 CONTRACTORS MAILING DRESS 1063 Eaton Road Chico CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 90 Felicidad Lane Chico Ca Energy Plan Checking Fee $ $ PERMIT FEE $ 78'.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF GkDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: pool in pool house Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".,v, R 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 ection 7000) of Division 3 of the Business and Professions Code, and my license is in orce and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor rs' co pensation provisions of section 3700 of the Labor Code, I shall f ith mply with ose isions. /, X 1 _ Datey Z _ Signature of Appli t - Owner ❑ contractor ❑ Agent An OSHA permit is required for excavati s over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DW EwNG OCCUP. S° OR ADDNS. ( b ACC. &DS. 3•50FT. NOWRESID. T.MUL 11 CCI TLET @7.50 a SOWER oU LEf IC R. ouTLEr OR FORUREs 20 x'•00 Ex. Occup. �L @ .50 Ex. Occup. °FIx�LEED�A A� DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric 30.00 PERMIT FEE _ 50,OQ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 178 Xb HAZ. _ D. F IMP FLOOD � CDF i'C PAR H ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By lq/ /D to V� PERMIT EXPIRES ON (D, to) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive,"Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET r OWNER: ( �. �/a s ASSESSOR PARCEL NUMBER CF'��; Proposed Building Use: f /� Counter Technician: Items required in order' Oo apply for a permit. All boxes MUST be checked OR MaI ❑ 7 �1 5'G�' _Date: NA in order to apply. Plot plans, 3 or 4 sets, signedty the preparer of the plans. �gn6 Complete plans, 3 or 4 sets, signed by the preparer of the plans.Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and sd calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................. ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form...........................................................................:... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the_following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ......................... .. !�, 1 S. Statement of Intent for Non -heated and A/C Buildings ....................... • • 1 -CL C -i ° 8'16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit............................................................ i..... .: -'+ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been infor of the above items and requirements for obtaining a building permit 9 r i Applicant: ' Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required , ` ' Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, [j mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: _ Date: Structural reviewed by: Date: Structural approved by: Date: VS'lo 2 Note transfer by: Date: Yellow: Building Division P. LOERKE INSUL.ATKM CO., INC.. INSULATION CERTIFICATE :e tc0_aoQ co DESORPTION OF INSTALLATION 1. ROOF Material Brow Name '1lti kno Cal&es) Thermal ResMwm (R Vam) 2. CEILING Batt or Blanket Time glass Batts Brand Name Johns ManWie 7Mckress (kdm) _ _ rmarA Padsiancs (R V") I.,00se Flt Type - -Fiberglass Brand Norma Jol= Manville Contrackals min. instilled weighVft sq. tb. Mbdmwn T Mdatess kwhes. MatdW*mer's irtsWM weight per squwe toot to adtleve Thermal R (R Value) S. EXTERIOR WALL Material %fim asses Bemis �-- Ttdckmn (tndws) J a. RAISI~D FLOOR MateriatEbWass Batts TTtkkwss (bxtles) 5. SLAB FLOOR i PERIMETER Material Tidcw ss Padmew Irwtrhftn Depth (Ire %*j 6. FOUNOATION WALL matww T hkk mss (btdzes) DECLARATION Brand Name .robes Manville Th=af a (R VmmL C. 13 Land Name mm mallm tie _ T wanal Iteddarms (R Vwue) Brand Mame Tizerrrtai R (R Value) Thermal Resistance (R-Vakle) 1 eertTy drat dee above kmdation was itMMed in tfie 6 above location In conformance Rations uedicdfied on the correare tanoe; w 4,Part 6, CaI[forttia Cade of C.L#499150 /A-�I -O� LOERKE INSULATION! CO., INC. LIM BMW ) (Co. aa Owner 50whn% Dim r; a :..�;A• r :! / • ' ;c 0 CA ar-um.-1 +i.17LLL St � Y. ►.d£jj:::4 1. ,d 7:iY✓� r"OEWE CO-' fAC- wiit :Qul::� i►fCt w�f iYCij" w+ WJii"►ty i��+' " "�vz'Xsi' i`�+',Cx �Wbfm al, M.i ALL' i; QT{3 l 3 otioxaAo riti j1 IrM.MINYMOO cy Lmov .fit°la.wµ''=+. a' �V.-'11J.%.•! '.�1.��-3 Edi». .r.._._. is U I 9r? 2 0 1.1_ c .1�-°��= i int='Ts^=r �� �`•MC'3� ---- _ �_.._ �►ti`—"-�3i: jti_`'Lr' i:L" � q F �ie�l bm 2&0-0 tont m uq"Ic ° :!t �,� �u t � � �4c_?;c";;�3!&3 ifs .;l�!� iw±s a' 9004— i.�w l ;'✓1.. Sfri`r.: rMI'47 l'.w1374 + .. �.. ,.'T•�.d�: ! .........�_w.-.....--....,. _ ..ter-... L,3 • T r NOTES RESIDENTIAL 047-430-058_02 17 9 COLE, GARY & MARY i 90 FELICIDAD LN., CHICO t CONT: THE PERRY CO. POOL HOUSE 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY f! t 1 I JOB FINALED (Date) Signature 4 1 ./=OK� 0 = Not OK - = Not Applicable ' = Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 12. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connectcr Card B-1 Date Card B-1 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, 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.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 11 4oning-Setbacks-Easemen -Flood-Slope tg., Main; Soils-Elec. d. -/n/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ T' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth mwalls,Main; Steel- Blockouts-Wrapped St mwalls, Garage; Steel-Blockouts-Wrapped 621o10'Downs and Special Anchors 7 lab, Steel -Wrapped (:�L r e/i 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. U , Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11j6ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Jo ists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date tAJ Card B-1 TO Date Card B-1 Date / Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Tes , First Floor -Tub Access 21. Test Tub & Sho r, Second Floor -Tub Access 22. Gas Pipe; Sixe 4 Anchors Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date ELECTRICAL Permit) OK except #'s 23. Fixture & Transf rmer Clearance -Ins. Protection 24: Elec. Receptacl s Spacing -Lights & Switches at Doors 25. Size Boxes & N . of Conductors Stapled 26. Romex Installed lose to Edge of Studs & C.J. 27. Equip. Ground rr 3de up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circi its in Kitchen & Conductor Size GFI 29. Subfeed Wire Size t / 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 Neutra ❑ Yes ❑ No 31. Service -Riser C ductors & Ground Main Disconnect 32. Equip. Clearancf s Panels-Motors-Mech. Equip. 33. Clothes Closet L ght-Shower Light -Spa Light 34. Smoke Detector Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 Date Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 Date Draft Stop in Walls (rat proof) MECHANICA (Permit) OK except #'s Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. 35. A.C. Ducts Ins lation & Support Siding- mg Veneer "Vi 2 -)-9 7. 36. Vent Fan, Exh ust above insulation 37. Condensate D ain & Overflow, Size & Grade 38. Furnace -Vent ccess-Comb. Air -Return Air Vent 115 outlet 39. Attic Access Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 1s Date Card B-1 Date FRAMING (Permit) OK except #'s 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. 49. 50. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. 53. 54. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Ro erhang-Attic Vents -Ratter Outriggers 56. Siding- mg Veneer "Vi 2 -)-9 7. S cco Mesh -Drib Screed -I'd. Vents-Underflr. Access V 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60 Brace Interior/Exterior Wall Panels ff.. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date'Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date L ans) OK except #'s 6 Ext ps-D,GeT& Sidelight Protection -Landings Smo etector 65. urnace Vents -clearance -Comb. Air -Connector - In Garage; A e Floor-Ducts-Mech. Protection 67.I. & Bath Fixtures Tub Acce - pa 68. Elec. Trim & SulaKnel, BreA14rSizes & Labels 6n St a o_'i - earthy 7 , Int. & Ext. P' G'^ a Air ap,Cooking Clearance 44. C.ounteL_ ndin�Closure 7 roper -- 7 se.C.omb,Air Connector- . in age; Above Floor-Mech. Protection 7 Ib., EI q. & Mech. Equip. Listed for Location 78 ac es raga( I. •Romex Protection 7 . nsulation-Foam-Looked in Attic Rn hiiar�.Cw�r ek.(-.nactu�clinn-P_nst Gans -� 81,-f-CirVBents & Crawl H46 Door Drainage & Wood -Earth Clearance Looked un(Ar Floor ❑ Yes %' D No/Planters J Yes 83. 5Pdtfco Brown -Pini RfrA.C. Unit, Disconnect, Electrical -Plumbing 85 nts Above Roof, Plbg-Appliance•Fi[ept ce-Clearance peili�ngs 8 g 87. ou ouse I rotection Corrections from Previous Inspections 9 92. Wdter & Sewer Connected -C/ to Grade -HD Approval 9.1., E�ompliance Certificate -Other Certificates 9 Address Posted Date je?,0_Z,10_?.,Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PO• eRev.12/96) ..- APPLICATION AND PERMIT Daq_,104 NJ O AS SEt:SOR PARCEL NUMBER 047-430-058 ZONING BUILDING PERMIT OWNER COLE GARY & MARY LYNN TELEPHONE 899-7543 SO. FT. OCC. BUILDING VALUATION C)94 R 11696-00 . OWNERS MAILING ADDRESS 90 FELICIDAD LN., CHICO 24 C 1296.00 CONTRACTOR'S NAME THE PERRY CO. TELEPHONE 893-0711 CONTRACTORS MAILING ADDRESS 1 1063 EATON RD. CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $34.992.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 317.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 206.05 SUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMITEllin g 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 .00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: POOL HOUSE ROOM r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WF__ 920.00 PERMIT FEE $ 50. 00 ELECTRICAL PERMIT I Filing Fee72.0]00 Main Service zoOA600V OR LEOR SS 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 isIn rill force and effect. L License Class Lic. No. 7��U� �� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Mein Service 200A TO +000A 46.00 NEW CONST. DW EWNG OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.50FT. No RlS1DT' MULTI.OUTLET 97,50 POWER APPARATUS if SINGLE OUTLET CIR. EX. Occup. OUTLET OR FDRURES .00 SAL Q I. 0 Ex. Occup. oflx"EEDA R '., DEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 41.85 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation X/ of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pro ' ions of section 3700 of the Labor Code, I shall f it mply wit s ovisions. X Date V Ignature -of - ❑ Owner O/p6ntractor ❑ Agent An OSHA permit is required for excavatioKs over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15-00 Hood 6.50 Ventilation PERMIT FEE s50.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R.3 CONST. TYPE VN TOTAL FE $ 53.9 HAZ. D, ES I P FLOG CD PARCW This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate 9J.J!r10-Z PERMIT EXPIRES ON / 3 ate ReceiptNo. 353912 • 90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENFOD-APPLICANT r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District A , Building Department No. t A.P. Numberbd Pon: *'' r City County Property Owner Property Location/Ac Subdivision r J ( A,',*t ^ rw 1, V e Lot No. .................................................................................................................. Residential Development Sq. Footage No of Living Mobile Home ATIiorV 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection: ................................................................................................................ t. � ., y.sR• kT .. i._w.i. Commercial/Intdustrial t . ,r . 1401 "r . it : I' �--43..• �1-f +--Sq:Footage New Addition (Floor Plans reviewed by School District District Identification No. _11# &Z ' y ? /.../ -?- School District cerfifi-es that (Including Exterior Roofed Areas) Date (Applicant) (Street Addresg-r '"r (Phone Number) (City) has complied with the requirements of Resolution No. representing 7 G square feet. School District Representative Paid by Check # Remarks: (Zip Code) , by payment of $ ~ 11AB 2926 $ FULL MITIGATION s Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest.will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm l�f COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATI , DATA SHEET OWNER: C71,�� f ��2� , ASSBy SOR PARCEL NUMBER (/ Proposed Building Use: �G'G� �G�� ��% Counter Technician: ��/ Date: Items required in order to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. A01 Plot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. g3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 6/5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11 Detached Accesso Buildin Form filled out b the owner ryg Y ..................................... ❑ 12. Hazardous Material Form................................................................................. ❑ 13. Other g items needed to issue the permit. (May require additional plan review upon receipt'of the following items.) ees as shown on the attached Schedule of Fees Due Sheet ..............................-......... 3" Statement of Intent for Non -heated and A/C Buildings..:... ...................................... 6. Sanitation and plot plan approval from the Environment 4/Health Department in (5/7 IG ❑ City of Chico Plumbing permit ......................... . y.. /� 8. California Department of Forestry plan approval paid. Sent by: �• • • .. ......... ❑ 19. Planning approval for (A) Use: C>)--, (B)Parking: (C) ar el Ch ❑ 20. Contact Land Development about ❑Improvements, ❑Drainage ..:............................ ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance ....................... .�.................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter fro ggaLl Owner, Check to H.C.D. $ 31 Other: en issued Telephone and hold for pickup. I have been inf o e hove ' s equirements forjobtaining a building permit. Applicant: / O 1. Index permit application for the above items numbered:( 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: K;!�10_y Date: Q _Structural approved byT Date: Yellow: Building Division nl 1 L TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance h.i E.PG. U" O9N4V Flat Plan attached Floor Plan Atuc Sant to 6.9. / �( 1. C�& 4�d �t 7- 436 -D5-, Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -Awe&w. Other """? Hold final for: Final clearance O.K. for: NOTE: C, &,w i�/C�Ur. / �� Environmental Health Specialist 8/96 7-/-02,' Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 , SCHEDULE OF'FEES DUE OWNER. C 0 (— PROPOSED BUILDING USE &0ra L 9�V" OI � A.P.#c,)�Z7 `T 70 DATE / 1 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ...... :................................................. $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................/............:...... $ SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 7 - $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 Motified that items 2, 3, 4, 5, 6, 7, 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. 6/00) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R -Project Title.......... Cole Addition Date..11/08/01 16:52:36 Project Address........ Felicidad Lane ******* Chico, California *v6.01* �- Documentation Author... Donna Wallace ******* I Buiing,Pe�rmi 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS6 v6.01 for =] Fie C ec Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Cole Addition 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... Component Frame Type Type Wall Wood Roof Wood SlabEdge n/a 622 sf Single Family Detached Addition Alone Front Facing 0 deg (N) 0.2 1 Slab On Grade 25.1 % of floor area 0.46 Btu/hr-sf-F 0.44 8 ft BUILDING SHELL INSULATION Cavity R -value R-13 R-11 R-0 Sheathing R -value R-5 R-27 R-n/a Total Assembly R -value U -factor Location/Comments R-18 0.059 Typical �R-38 0.025 Typical F2=0.760 to Outside FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (N) 12.0 0.390 0.350 Standard Standard Yes Window Left (E) 24.0 0.390 0.350 Standard Standard Yes Window Back (S) 24.0 0.390 0.350 Standard Standard Yes Window Back (S) 24.0 0.390 0.350 Standard Standard Yes Window Right (W) 24.0 0.390 0.350 Standard Standard Yes Door Right (W) 40.0 0.550. 0.650 Standard Standard Yes Skylight Right (W) 8.0 0:940 0.600 None None None I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Cole Addition Date..11/08/01 16:52:36 MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Cole Addition THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade No 146 3.5 Below Walls & Pool S1abOnGrade Yes 476 3.5 Exposed HVAC SYSTEMS Refrigerant Equipment Minimum Charge and Duct Type Efficiency Airflow Location RoomHP . -5'. 90 HSPF n/a None RoomHP 8.50 EER No None Tested ACCA Duct Duct Manual R -value Leakage D Thermostat Type R-n/a n/a n/a Setback R-n/a n/a n/a Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design.; REMARKS U -value reference for R-18 exterior stucco wall: P400-98-002, Table B-2, page I-5. The skylight and French doors were assigned CEC default U -factors and default SHGC-values. Remaining fenestration shall be vinyl -framed with dual -pane, low -e glass by Insulate, Milgard, or approved equal. These units have a 0.39 maximum U -factor and a 0.35 maximum SHGC-value. Reference: NFRC data provided by manufacturers. A package room heat pump will be installed to serve the addition. The heat pump must have a 2.59 minimum COP and an 8.5 minimum EER. Minimum HSPF = 3.2 x 2.59 - 2.4 = 5.9 HSPF. The heat pump must have a setback thermostat. CERTIFICATE'OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Cole Addition Date..11/08/01 16:52:36 MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User Run -Cole Addition COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... Company. Address. Phone.... License. Signed.. DESIGNER or OWNER Gregory A. Peitz Architect 383 Rio Lindo Avenue Chico, California 95926 530-894-5719 G21 Z4 ate ENFORCEMENT AGENCY Name.... Title.. Agency.. Phone... Signed.. .(date) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. �O v� vtGt_ O-c�- I I/ $ /l a e MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Cole Addition Date..11/08/01 16:52:36 Project Address........ Felicidad Lane ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* I Building Permit -7 Climate Zone.. ..... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPAS6 v6.01 for Plan Check Da e Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Cole Addition 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- Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. CONTRACTOR 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A N/A N/A er ment *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -Value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). R-13 *150(d): Minimum R-13 raised floor insulation in framed floors. N/A 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. RIGID INSULATION & F.G. BATTS 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. CONTRACTOR 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A N/A N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Cole Addition Date..11/08/01 16:52:36 MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Cole Addition SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design -"Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the Commission. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ATTACHED 150(i): Setback thermostat on all applicable heating and/or cooling systems. BY CONTRACTOR 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-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 system, 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. N/A *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. N/A 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. BY CONTRACTOR 115: Gas-fired central furnaces, pool heaters, spa heaters or MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Cole Addition Date..11/08/01 16:52:36 MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM MF -1R .User#-MP0995 User- Run -Cole Addition household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot <•150 Btu/hr). BY CONTRACTOR 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 have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater.switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment N/A N/A 14 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Cole Addition Date..11/08/01 16:52:36 Project Address........ Felicidad Lane ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Plan Check Da e Fie Check/ Da e Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Cole Addition Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Space Heating.......... 21.69 Space Cooling.......... 9.77 Proposed Compliance Design Margin 19.87 1.82 11.01 -1.24 Total 31.46 30.88 0.58 Avp(-rIoN Com PL►kS -A,- *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 622 sf Single Family Detached Addition Alone Front Facing 0 deg (N) 0.2 1 ReducedYear Slab On Grade 1 4976 cf 622 sf 25.1 % of floor area 0.46 Btu/hr-sf-F 0.44 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 622 4976 0.20 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Cole Addition Date..11/08/01 16:52:36 MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Cole Addition OPAQUE SURFACES Surface HOUSE - New 6 S1abEdge orientation HOUSE - New 1 Window Front 2 Window Left 3 Window Back 4 Window Back 5 Window Right 6 Door Right 7 Skylight Right Surface HOUSE - New 1 Window 2 Window. 3 Window 4 Window 5 Window 6 Door Area (sf) PERIMETER LOSSES Form 3 Location/ Reference Comments None Typical None None None R.38.2X4.24 Typical Length Area U- Insul Act (ft) Solar Surface (sf) factor R-val Azm Tilt Gains HOUSE - New 4.0 2.0 0.3 FENESTRATION SURFACES n/a n/a 1 Wall 114 0.059 18 0 90 Yes 2 Wall - 184 0.059 18 90 90 Yes 3 Wall 144 0.059 18 180 90 Yes 4 Wall 144 0.059 18 270 90 Yes 5 Roof 614 0.025 38 n/a 0 Yes Surface HOUSE - New 6 S1abEdge orientation HOUSE - New 1 Window Front 2 Window Left 3 Window Back 4 Window Back 5 Window Right 6 Door Right 7 Skylight Right Surface HOUSE - New 1 Window 2 Window. 3 Window 4 Window 5 Window 6 Door Area (sf) PERIMETER LOSSES Form 3 Location/ Reference Comments None Typical None None None R.38.2X4.24 Typical Length F2 Insul Solar 2.0 0.3 (ft) Factor R-val Gains Location/Comments 92 n/a 0.760 R-0 No to Outside 4.0 2.0 0.3 FENESTRATION SURFACES n/a n/a Area U- Act n/a Exterior Shade Interior Shade n/a (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC n/a n/a n/a (N) 12.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 (E) 24.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 (S) 24.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 (S) 24.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 (W) 24.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 (W) 40.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 (W) .8.0 0.940 0.600 270 27 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 12.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 24..0 n/a 4.0 '2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.7 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 5 COMPUTER METHOD SUMMARY : Page 3 C -2R Project Title.......... Cole Addition Date..11/08/01 16:52:36 MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Cole Addition Mass Type HOUSE - New 1 S1abOnGrade 2 S1abOnGrade System Type HOUSE THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value 146 3.5 28.0 0.98 1.80 476 3.5 28.0 0.98 4.60 HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Location/Comments R-2.0 Below Walls & Pool R-0.0 Exposed Tested Duct Duct R -value Leakage ACCA Manual D RoomHP 5.90 HSPF n/a None R-n/a n/a n/a RoomHP 8.50 EER No None R-n/a n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS U -value reference for R-18 exterior stucco wall: P400-98-002, Table B-2, page I-5. The skylight and French doors were assigned CEC default U -factors and default SHGC-values. Remaining fenestration shall be vinyl -framed with dual -pane, low -e glass by Insulate, Milgard, or approved equal. These units have a 0.39 maximum U -factor and a 0.35 maximum SHGC-value. Reference: NFRC data provided by manufacturers. A package room heat pump will be installed to serve the addition. The heat pump must have a 2.59 minimum COP and an 8.5 minimum EER. Minimum HSPF = 3.2 x 2.59 - 2.4 = 5.9 HSPF. The heat pump must have a setback thermostat. Duct Eff 1.000 1.000 HVAC SIZING Page 1 HVAC Project Title.......... Cole Addition Date..11/08/01 16:52:36 Project Address........ Felicidad Lane ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit -7 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method....... MICROPAS6 v6.01 for 2001 Standards Plan Check Da e Fie Check/ a e by Enercomp, Inc. MICROPAS6 v6.01 File -COLE Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Cole Addition GENERAL INFORMATION Floor Area ................. Volume.. .. ............ Front Orientation.......... Sizing Location............ Latitude... .... ....... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 622 sf 4976 cf Front Facing 0 deg (N) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Cooling (Btuh) Opaque Conduction and Solar...... 5145 1433 Glazing Conduction ............... 3081 1719 Glazing Solar .................... n/a 4245 Infiltration ..................... 3147 1034 Internal Gain .................... n/a 420 Ducts. ..... ................... Sensible Load 0 0 .................... 11372 8851 Latent Load ...................... n/a 1770 Minimum Total Load 11372 10622 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. r RESIDENTIAL 4 (: 047-430-058 PERMIT#98-1196 PERMIT NO. - DEADMOND , G.W. _ 90 Felicidad, Chico PERMIT EXPIRE New .Single Family OWNER CONTR. r ASSESSOR PARCEL LOCATION { 1 . s n F t f CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY i .�ITemp. Power Pole Called PG&E z, Temp. Elec. Service Called PG&E Temp. Gas Service ', `Calle JOB FIN . Sign V=OK O = Not OK Not MOBILE HOMES a Date MOBILE HOME UTILITIES (Plans) OK except #'s Y 1. Zoning Requirements - Setbacks - Easements _ 2. Soils; Special MH Support Sketch 3. Sewer, Location Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / ^:ft. r / /Nat. or/ Pl-"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Caid 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-DemandValveConnector _, t 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. .10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: Lk:ense Decal Date Card B-1 Date Card B-1 Date Card B-1 Date• Card B-1 5 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors 4• Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frrng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 71 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. .,e.' Boxes-Enclosures-Panelboards-Ins. to Mein 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 1. . 71 1. . ✓ = OK O = Not OK - = Not Applicable * = Not Readv RESIDENTIAL (Single & Duplex) (Plans) OK except #'s V N., Main; Soils-Elec. Gmd. / P Fig. Depth tg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Ftg. Porches & Decks; Soils -Steel-/ p Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped temw Garage; Steel-Blockouts-Wrapped Ho,10bowns and Special Anchors r 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors- Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & 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 PLUMBING (Permit) OK except #'s 117. Wter Htr.; Vent -Access -Combustion Air Baffle 1V "pr Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Zhower Pan; Test, First Floor -Tub Access S T2st'Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s -2 Fj re & Transformer Clearance -Ins. Protection 2AAE[e6. Receotacles Soacino-Liahts & Switches at Doors ze Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fastners-Bond Gas & Water pliance Circuts in Kitchen & Conductor Size GFI bleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Range Circ. / or AI -Oven Circ. / / ga Cu or AI insulated Neutral AYes 00 Service -Riser Conductors & Gro d -Main Disconect u'p. Clearances Panels -Motors -Meth. Epuip. V/po/thes Closet Light -Shower Light -Spa Light 34/Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s . . Ducts Insulation & Support ent Fan, Exhaust above insulation densate Drain & Overflow, Size & Grade mance-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date qjVbI Ward B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Plans) OK except #s Si r r Materials & Anchors alls Studs- ailing Spacing & Braces -Plates -Sound 5earinp4alls over Girders & Floor Nailing ID op in Walls (rat proof) Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers 0 BeamsSize & Bearing Date FRAMING (Continued) 461 Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. it pl Ties or Type A Flue -Fireplace Throat clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions G age Fire Protection Framing roperty Line Firewall & Openings ExyDoors-One 3 -Check Garage 3rd Story, 2 Exits tair"idth-Headroom-Rise-Run-Landing-Fire Protection P on Roof Overhang -Attic Vents -Rafter Outriggers i ' g -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts 96. Brace Interior / Exterior Wall Panels 61. Ins ation-Walls-Ceilings 62. Infil ation-Walls-Windows Date V 2tj Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s t Steps -Door & Sidelight Protection -Landings moke Detector 10. Furnace; Vents -Clearance -Comb, Air-Conector- Garage; Above Floor -Ducts -Meth. Protection room Exiting .I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels irs & Rails 7. ' eplace or Stove, Clearance -Hearth Pf,bqc. Outlets at Wood Panel, Int. & Ext. t. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance ;eAec. Outlets & Rece ticales at Kit. Counter YI/Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Htr; Vents -Clearance -Comb. Air Connector-P.R.V. r�Garage; Above Floor -Meeh. Protection -dhIbl Elec. & Mech. Eauio. Listed for Location lation-Foam-Looked in Attic W'Xu,yd rails & Deck Construction -Post Caps ar(F n. ents & Crawl Hole Door Drainage & Wood -Earth Cl lance Looked under Floor 0 Yes 2. owing Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No �dcqb Brown -Finish Unit Disconnect, Electrical -Plumbing e s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings r Well, Disconnect, Electrical, Plumbing prior Elec. Trim, G.F.I. Receptacle -Underground entli ation Throuaht House 00. 96rrections from Previous Inspections as Test -Meters Tagged, Gas -Electric /ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date v � Card B -W Date Card B-1 Date Card B -T 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 - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 4. CORRECTION NOTICE ` A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. •,i A x� 'r. =M £i r!i 'S Date Inspector REV 10/92 � v CITY OF CHICO MEMORA CITYoFCHICO I—) z l/ V Wei FROM: BUTTE COUNTY BLDG DEPT. DATE: August 11, 1998 CHICO MUNICIPAL BLDG, 1ST FLOOR • r,,lr,i ADPW HISLOP FILE: AVIG.-DEADMONDVti \AVIGATION EASEMENT FOR GERALD & JANET DEADMOND �o,; S For our information. and records, a Grant of Av'igation Easement for Gerald s:\connie\forms\avig\taylorbc.mmo y and Janet• Deadrnond for APN 047-430-058, Lot 7,of the;Justin Ma' I r; Deadmond Subdivision onf=ellcldad Lane off -1<66f& Road has been fully'executed by the ner, t; and the easement grant has been,#orwarded to the City Manager`s office for h— y') 15Y processing and recordatlori I'. 'Y{�,r �{ ,'ZI 41, L� V i ly a i p :y is y .• pd Y rry � � ^ � int, '' '.t a wMlke ,•� a islop s i$5 ADPWClty�of Ch -6 CW s:\connie\forms\avig\taylorbc.mmo --;:a:=.: ter•'`','• r� :; - - , Date: June 19, 1998 utte Coun LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: G. W. Deadmond 4065 Hidden Valley Road Butte Valley, CA 95965 With reference to the above subject, attached is: [X] Plan Check List [ j Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number: 98-1196 Assessor Parcel #:047-430-058 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ . ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, I Linda Sexton i Date: June 19, 1998 Permit Applicant: G. W. Deadmond 4065 Hidden Valley Road Oroville, CA 95969 Permit Number: 98-1196 Assessor Parcel #:047-430-058 The above referenced building plans were received by this office, Provide additional information and/or make revisions to plans, specifications and calculations as follows: There is a 35' easement along the right property line. You show the house only 24' from the property line. This won't work! Please let me know where your furnace will be located. Please provide a copy of the overflight agreement Your plans are not to scale across the master bedroom / master bath. (just for your information). If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. cc: Linda Sexton CITY OF CHICO MEMORANDUM CITYorCHICO INC.1872 TO: BUTTE COUNTY BLDG DEPT. DATE: August 11, 1998 CHICO MUNICIPAL BLDG, 1ST FLOOR FROM: ADPW HISLOP FILE: AVIG_-DEADMOND RE: AVIGATION EASEMENT FOR GERALD & JANET DEADMOND For your information and records, a Grant of Avigation Easement for Gerald Deadmond and Janet Deadmond for APN 047-430-058, Lot 7 of the Justin Manor Subdivision on Felicidad Lane off Keefer Road has been fully executed by the owner, and the easement grant has been forwarded to the City Manager's office for processing and recordation. Mike Hislop ADPW, City of Chico CW s:\connie\forms\avig\taylorbc.mmo Pv r V -k j 1,4 Coe y7-y3-s(G 61V 5g -o6 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PEER�RM/IIT NO. (Rev. 12/96) APPLICATION AN'D PERNIIT ASSESSOR PARCEL NUMBER 047-430-058 ZONING SR 1 BUILDING PERMIT OWNER DEADMOND, G.W. TELEPHONE 7 SO. FT. OCC. BUILDING VALUATION 2432 R 131, 328.00 . OWNERS MAILING ADDRESS 4065 HIDDEN VALLEY ROAD, BUTTE VALLEY 95% 500 C 6,500.00 CONTRACTOR'S NAME OWNER TELEPHONE �-F 784 U 14 ,112.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS REDDING BANK Total valuation $ 151, 940.00 ARCHITECT OR ENGINEER LICENSE NO. Fling Fee $ 20.00 Permit Fee $ 821.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 533.98 BUILDING ADDRESS 90 FL„LICIDAD, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,398.48 LOT NO. 7 S UBDNISION'S NAME PARCEL MAP 138-91 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 133.00. Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each gas water heater or vent 15.00 15. OC TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EX Describe Work: 4 BEDROOM Gas piping system t - 5 outlets 15-00 15.0 Building sewer 15.00 15.0 Mobile Home S G W @20.00 PERMIT FEE S 213.0 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service zo.AORLESS 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereb affirm under penalty of perjury that I am exempt from the Contractors License Law r the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. S. SO 3.5QFr. 110.2C T. rNiG�.gEOSID. MULTI-OUTLETITS @7.50 POWGERLE APPARATUS 8 SINOUTLET CIR. Ex. OCCu OUTLET OR FDrrURES 20 Q 1.00 BAL @ .50 FIXED APPLNS. OR Ex. Occup. DUTY R.ID, EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ' MECHANICAL PERMIT Fling Fee 20.00 Heating 4 TON 20.00 Cooling 20.00 Hood 6.50 Ventilation PERMIT FEE $ . Policy Number he above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith corpplyrith thop provisions. X /v`v _ Date g�l®� Signature of Applicant - IrOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 �c �i�r. TYPE TOTAL FEE $ R I AR HA2. D. FEES MP FLAG CDF C HD SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date J44,tIQQ Receipt No. 236869 $607.15 Z -b t12% �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i e�l\_ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION , ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PE MIT NO. (Rev. 12/96) - APPLICATION At4D PERMIT ASSESSOR PARCEL NUMBER qT 6 —O y 1 S 20NI I I BUILDING PERMIT OWNER " W e-kLl �'�PS°."E SO. FT. OCP. BUILDING VALUATION _DOWNERS MAILING ADDRESS , ,46S _l U/J T (A� ^/ C_"ep CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS r)��•- / ���' J A� ����� CONSTRUCTION LENDER Q0 LENDER'S MAILING ADDRESSFireplace I. Total Valuation $ 37 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 nn Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS �O Energy Plan Checking Fee $ $ PERMIT FEE $ SUBDN5gN5 NAME qLOT PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Er Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00'/ TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C� Describe Work:i�Q�-r�3 G,_ Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service zoOA8*0V 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 LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: D I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. s0 OR ADDNS. ( a ACC. eLns. 3.5¢FT:NEW ()yL0 NONN•aESID. MULTI.OUTLET @7.50 POWER SINGLE OUTLET CIAPPARATUS 8 R. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL @ ,50 Ex. Occup. DFUT�7g AEsp.1E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ , Ld WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 26.00 Heating 210 Cooling — Hood 6.50 _ Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspectio Fee 8' , $ c CONST. Tv , TOTAL FEE $ HAZ. 0. FEES IM C F C Pp HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON Dere Receipt No. ?3 • WHITE-D.D.S.-B.O. CANARY/ASSESSOR INK -INSPECTOR GOLDENROD•APPLICANT :L % COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PAR�be 7mitt ER: ! —6s -P Proposed Building Use: '•+ Building Inspector: Date: 4 — O �"� At time of permit application, I was advised the following data must sed prior to permit processing and/or issuance: Date Received By 111. All iiems have been submitted -------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------------- ------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. -___: -------------------------------------- El 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 .------------------ �l �sof $ a ? 53----------------------------------------------------------------=-------------------- to,33D'qg 4�rL. Impact fees as shown on the attached schedule. --- - ------------------------ -------------------------------- California Department of Forestry plan approv fees----------('0-�1 ---------------------------- 13 Flood elevation certificate. -------------------------------------------------- -------------------------------- QW. Sanitation and plot plan approva�- Health Department. ------------------------------------------- �V\E] 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ontact Land Development about Improvements, ❑Drainage, Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. 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) - -------------------------------------- ❑06/Recorded 24. Letter of signature authorization. -------------------------------------------------------------------------------- 6Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home -utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 11433 A, ❑ 000. Other: When you issue the I �Z7 92111I 1 (Date) w ❑Telephone Sof ) —lir l and hold for pickup at C14f'/ 4:50 office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 0 a 5 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was sed of the above reqyire4data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: Plans reviewed by: Date: k 42-3), Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division ex TO: Building Department E.H. US"NLY Plot Plan Attached Floor Plan Attached Sent to B.D. FROM: Environmental Health �iv�itcri SUBJECT: Sanitation Clearance 07 Owner Location AP# Plan Approved for: ewage Disposal Water Supply: Public Private Well Clearance for g. Other i , Hold final for: Final clearance O.K. for: NOTE: / (/C/wLL�/l EnEn onmental Health Specialist 8/96 � rWS Date ..,�. �.-c:L=rw'„e't"..".'i'.�++►'v�”rt"1;{"v"'''"�y?.'rt:fx�C'1'.+'itj�i;ird.'!'i.�"�n,F'q "-y,q•..r•..r,W ni�.�-..w,..�a■v..,�Ii�. �...._.I"'�^y`.p •w4 -F �.::�...y�.,,;,.. �,y. COUNTY. OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE r OWNER PROPOSED BUILDING USE ,S DATE (a /d .S �. . S 3 . BUILDING PERMIT FEES � REC # DATE REC,_ -- Balance Due ................. , CQ 13D 'OM ' d -- Additional Fees Due.. �.......... $ -- Additional Fees Due,........... $ -- Revised Plan Checking Fee ...... $ 2. SCHOOL DISTRICT FEES c: 44 1 GO 2 Q (paid at District Office) �i 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $3 s 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 2 (paid at District Office) (9 ' 3o 6. THERMALITO DRAINAGE DISTRICT FEES $ ' 5.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7 G./ f 4-1-- 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE` $2500.00 (paid at Building Division) b- 30 9 , l 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 Z Original -Owner Copy -Building Div. (Rev. 12/96) 1 BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORE[ CHICO ARE//A''''))//RECREATION, AND PARK DISSTRICT Assessor Parcel Number(s) L-1 ! '' Property Owner �� Dead rynona Project Location/Address Subdivision Residential Development: (check one) Lot Number(s) \/'New Development Alteration/Addition. Mobilehome(s) Total Number of Dwelling Units Comment: Building epartment Representative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) A411t (Street Address). (City) (State) Zip Code) Non -Residential to Residential has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ % a_44z Or t CARD Re esentative PAID BY CHECK NO. REMARKS: BANK NO. �(/ -- 71ZP 5/�90?9 PAID BY CASH RECEIPT NO Distribution: White --Applicant Pink --CARD. park.fee (form revised 11/90) ti �A� O (? Dat Yellow -=Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 36/30!9¢ 1?:414tfln '�D1kB4?9 CHECK( $1139.Go, .t�,.��..:�+,:y•��.r..„amu+-.-•w..:�.ws�+..�::�...�..era^M�.r{iyl�;:-r+�,�w�tii�Uti,�«r'•.”�^+*�i:;;rM.,T,,.Pfi"3:ti.��..rv.-nrt�'r'i.'+:-..h.,..�..,;;�.::.Y.;.„Mz.:.�,� „�S,«+•.•:�_�n:���`cv-.�- ,� --^ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .. (One .form per Building) • "~�-. 111 • o r, School District, C Building Department No. A.P. Number /� L,[ '— 17�0 Jurisdiction: City F 'County Property Owner U , , / J-060177 Aja( F 1 Property Location/Address Subdivision Lot No. Residential Development Sq. Footage 40 j212. No of Living Mobile Home Addition (Group R) Commercial/Industrial Units Installation �. Sq. Footage New Addition moor rians revieweO Dy acnooi uistnct versonneq 1 . (Including Exterior Roofed Areas) 01 Date District Identification No. MUD a ,a School District certifies that (�(/ �cQG(lx"d (Applicant) (Street Address) V (Phone Number) �40Z2 '109 (City ► (State)) (Zip Code) has complied with the requirements of Resolution No. IQJr ' / ' by payment of $ representing (�'y3 � square feet. B 2926 $ a ULL MITIGATION $ t � 3D School District Representative Date Paid by Check # / Remarks: ,-art Notice: You may protest the imposition of the fees identified, above by submitting a written protest to the District, in compliance with Government Code -Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. It subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm ` COPY of Document Recorded 23 -Jun -1998 1998-0025945 Has not been compared with > N RECORDED MAIL TO: original COUNTY BUILDING DIVISION Butte COUNTY RECORDER Y CENTER DRIVE =i E CA 95965 a � M AGRICULTURAL STATEMENT OF: ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT on 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. ;. :roperty described herein is -adjacent to land or included within an area zoned for agricultural purposes, and residents of property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited 'icides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation; wing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County hasbushed agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such convenience or discomfort from normal, necessary farm operations.. ;; = } that real property situate in the County of Butte, State of California, described as follows: •Z- wee attached exhibit."A" for legal description .1 w �=J1 . K321- 1�2.:- .June 23,' 1998 PROPERTY OWNERS: .+i A Z. Gerald Deadmond *: to of California ) ,,natyof Butte ) `-•June 23: 1.998beforewe Tami Barlow, notary public •;r� `A 1nallyappeared Gerald W. Deadmond personally s< awn tome (or proved tome on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the instrument and:acknowledgedto me that he/she/they executed the same in his/her/their authorized capacity(ies), and at by his/her/their signature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted; r.:K.. ;ecuted,the instrument. r SS my hand and official seal. Comm. #1114156 `s NOTARY PUBLIC -CA LIFORNI 1 tur Sea BUTTE COUNTY ami Bar 1 ow F • comm: Exp. Nov. 19. 2000 - a ORDER NO. BU-1668TB EXHIBIT nAli THE LAND REFERRED TO IN THIS INSTRUMENT IS SITUATED IN THE STAii°;OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:° PARCEL I: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTINt�KANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RRDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14`,x_%996, IN BOOK 138 OF MAPS, AT PAGE (S) 91, 92 AND 93. PARCEL II: a A 30.00 FOOT WIDE NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES BEING MORE PARTICULARLY DESCRIBED AS FOLLQWjg::` THE SOUTHWESTERLY 30.00 FEET OF PARCELS THAT CERTAIN PARCEL MAP, RECORDED IN THE THE COUNTY OF BUTTE, STATE OF CALIFORNIA, 89 OF MAPS, AT PAGE(S) 15. PARCEL III• 1, 3 AND 4.`° AS SIS ON OFFICE OF THE RECORbER OF ON JULY 27, 19 8 2 : I `BOOK as A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PORTION OF PARCEL 1, AS SHOWN ON THAT,CERTAIN PARCF$r�3fAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF `,8ClfiTE, STATE OF CALIFORNIA, IN BOOK 89 OF MAPS, AT PAGE(S) 15 -r ---MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY CORNER OF SAID PARCEL 1, SAID POINT BEING ON THE SOUTHERLY RIGHT OF WAY LINE OF KEEFER ROAD; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 1, SOUTH 37 DEG. 42' 36" EAST A DISTANCE OF 10.57 FEET; THENCE LEAVING SAID WESTERLY LINE OF PARCEL 1 NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 31.72 FEET 'TO" THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 71 DEG. .13' 26" EAST A DISTANCE OF 56.01 FEET TO..THE BEGINNING OF A 40.00 FOOT RADIUS CURVE,?'(THRU WHICH POINT A RADIAL LINE BEARS NORTH 18 DEG. 46' 34" WEST)`,")TIENCE ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 108 DEG'.`56' 02" A.DISTANCE OF 76.05 FEET; THENCE NORTH 37 -DEG. 42' 3.6"`4i T A DISTANCE OF 56.01 FEET TO THE TRUE POINT OF BEGINNING: CONTINUED ' FAL .1 DESCRIPTION - CORI PARCEL IV:; AN EASEMENT FOR.}f_ FACILITIES AND -APP1 PROPERTY: r .w THE NORTHERLY.-- : ENTITLED, "CV THE OFFICE OF;',],,; CALIFORNIA, ON"FFF P 24, 25, 26 AND`�`2,. PARCEL V: A NON-EXCLUS IVE;;`��, THAT CERTAIN 1l] WAS RECORDED, �W-JM STATE OF CALIFOiR4I PAGE (S) 91, 9,2----"r PARCEL VI: -`-A` q A 35 FOOT.PEVF, =.-I AS SHOWN ON• T: WHICH MAP.WAS OF BUTTE, STATE,, MAPS, AT PAGE,,( `-1 NUED ORDER NO. BU -166801 TB CYCLE AND'PEDESTRIAN PATH WAYS, STORM DRAINAGE RTENANT PUBLIC USE, OVER THE FOLLOWING DESCRIBED FEET OF LOT 27, AS SHOWN ON THAT CERTAIN MAP ESTATES :SUBDIVISION", WHICH MAP WAS RECORDED IN RECORDER OF THE COUNTY OF BUTTE, STATE OF rEMBER 22; 1988, IN BOOK 112 OF MAPS, AT PAGE(S) ,EMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON NTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP ; OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, i, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT 93 AN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, ;RTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", ZDED IN THE OFFICE OF THE RECORDER OF THE COUNTY CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF 1, 92 AND 93: AP# 047-430--0:5$-7.000 ' `RESIDENTIAL FLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND &USCaLANEOUS ONLY OWNER: _ �U Ce r,� /�'Lo /1� BUILDINGP ER jd jl CI o PLAN/ CHECKER: �- S ~ �� A - P. NUMBER: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). DTII h+ F.A.U. & F.A.S. road setback. Q Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). .Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). -Required room sizes, ceiling heights (Section 310.6). . G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles and exterior receptacles for maintenance of mechanical equipment. Location of water heaters eatin d cooling equipment, other electrical or gas equipment. Garage firewall, door size ancloser (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. —(J O SS I%%e Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, rise and ru head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection 36" halls and stairways. Living area over garage - complete 1 -hour separation requited on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P. G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. 5�9 99/7 July 1996 3.3 Point S � �.; System Summary: Climate Zone;' P -2R Project This.. BUILDING DATA Conditioned Floor Area Slab/Raised Floor Number of Sto�iesl Check all applicable Unit Type condition(s): , [ J Single Family Detached (SFD) [ ] Addition Alone [ J Single Family Attached (SFA) [ J Existing Building [ J Mufti -Family (MF) [ ] Existing -Plus -Addition SCORECARD Total Measures Fenestration Area % North East Z Z 9. q South or Il-valueU-value = . R -v ue 0� _ � West / Skylight n „ Total Measures I. Ceiling Insulation 12 Ext Wall W IIa'mass 2. Wall Insulation or Il-valueU-value = . R -v ue 0� _ � 3. Raised Floor Insulation. u;value zoC nal ontrol 4. Slab Edge Insulation ---_ or R -vague u-v�ue SEER 5. Infiltration F2� , ' Any Ducts in Unconditioned Space? 6. Fenestration Heat Loss V h ?: ( Y / N ) 7. Fenestration Heat Gain y u-val,ue Total % Fenestration Fenestration North Zg x_ SCst,ade ° ' �' Eft:, /° Fenes.. Shade Elf. Ratio East �_ x_-�_ ` South - West X Skylight --__ xOverhangs?-( Y / N ) -- ---- 8. Interior Thermal Mass 9. Exterior Wall Mass 10. Heating System 11- Cooling system 12• Water Heating System 1 Ca u System 2 Heater Type Hea r peTy Form Revised January 1992 Point Scores a O -_ -� Sum 1-8_ 0 orr' % Exposed Slab Int. Mass/CFA Z Ext Wall W IIa'mass AFUE or HSPF Dud Effidenay Effecdve AFUE zoC nal ontrol l Z 0 x or HSPF Adjustment SEER Dud Etfidenry Effective SEER • °.:. —""— zonal control Adjustment 1S Energy Factor Energy Factor Ext nx. R.vaha Ext In RaE In v-- aluealue Auxipary Input Auxiliary Input D Slum' T--9 ---�--L — L -b Certificate of Compliance: Residential' ' A !Pana 1 of 9\ PC_ -11 0 Building Permit 8 Plan. Check / Date f O i iZ7`� I ComField eck / Date I pliance Method (Package, Pomt ChSystem or Computer) Cllmets Zone Enforcement Agency Use only GENERAL INFORMATION Total Conditioned Floor Area: !f ft2 Building Type: X Single Family Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: North / East'/906tWest / All Orientations (Input orientation rn grees and circle one.) Number of Dwelling Units: Floor Construction Type: <T� Raised Floor (circle one or both) BUILDING SHELL INSULATION Component Insulation A Construcsyembl tion Type R -Value U -Value ' LocatioNComments (attic, to garage, typical etc.) Wall _ Wall .............. Roof ............. - Roof ............. Floor ............. — Floor ............. Slab Edge.... FENESTRATION Fenestration Area Fenestration Interior Shading Devices Orientation st U -Value Exterior Overhang Framing Type roller blind, etc. shadescreen, etc. es/no)_ (3) o O metalMrood/bin I) Front..... Left....... (w) V K Left....... ( ) Rear..... (�) Rear..... ( ) Right..... (fLj Z'Z Right..... ( ) Skylight ....... Skylight ....... THERMAL MASS Type/Covering Area Thickness slab/ex sed, tile, etc. sf inches LocatioNDescri tion kitchen, bath, etc. r 5 3 f/ZW --------------- Revised January 1992 Certificate of Compliance: Residential . (Page 2 of 2) CF -1 R - Date } HVAC SYSTEMS ie Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Pi in oumn_ ate -1 1AI7I .. . P 9 Thermostat 4 1Q10 Cooling Equipment Minimum Type (air conditioner, Efficiency heat oumn. even mnfin. % 1ee9--n% ttic, etc.) R -Value Duct Location Duct WATER HEATING SYSTEMS Rated Water Heater Distribution Number input (kW Cana Type Tyne hh Irl SVStrPm nr Rh./1,.1 i__u_ s ter. h4 Thermostat TimL— se-y� 6•c Energyt Factor or Recovery Configuration External Tank _• `••",•" , C111Viir-mciency Loss % R Valuen 41 t. For small gas storage (rated inputs 75,000 8tu/hr), electric reelstanc4 and heat pump water heaters, list Energy For large gas storage water heaters (rated input 2 75,000 Btu/hr), list Rated Input, Recovery Efficiency and StanFactor. db For Instantaneous gas water heaters, list Rated Input and Recovery Ef"ncy. y Loss. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications- needed to Comply I 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 b the I individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business a professions code) Documentation Author Name: Title/Firm: Name: Address: Tde/Firm: _� .... l - Address: Telephone: Lic. 0: Telephone: g (signature) (date) :(s' nature) Enforcement Agency (date) Name: Title: Agency: Telephone: (signature/stamp) (date) Revised January 1992 • � .;t Mandatory Measures Checklist: "Residential MF -1 R 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures DESIGNER ENFORCEMENT * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value.. * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * X §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised 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 California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified. U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Spedal infiltration barrier installed to,comply with §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 Flue k c. damper and control �..: 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and 'fauoetsoertifled by the Commission. §150(i): Setback thermostat on all applicable heating systems. k §1500): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup _solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 of greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater), 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or duct's enclosed;Antirely. 2. Exhaust within conditioned space. fan systems have badkdraft or automatic dampers . =,.:,` 3. Gravity ventilating systems serving conditioned manually operated dampers.. space have either automatic or readily accessible, r, :;. §114: Pool and Spa Heating Systems and Equipment I. System is certified with 78% thermal efficiency, 9"ff swikc weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets anda Circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) Lighting Measures §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 l v LAND DEVELOPMENT BUILDING / ENVION ENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERSA.P. Q V 2– CST (! 9 NAME: L�1'Y\- n c� NUMBER: PRINT LAST NAME FIRST ADDRESS / LOCATION: 1 // Gt / COUNTY ZONING ` DESIGNATION: FLOOD ZONE: FLOOD MAP: ©� APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ►/ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO . LEGAL.ACCESS REQUIRED:. YES,,,: NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING LOT / BOOK O PAGE") I 9 3 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. 9. Connect to a public sewer system. of the Butte County Fire Department. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 5 8 M lcl -3 F�Ot-2 CoNP2,in orf S _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of S as stated in the Oroville Area Traffic Mitigation Fee Agreement.. Payn.int to be nnsda to the PAYY*W DhdsiW. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. -- _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the_ emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. nI01i�l�i'Jd0i3�\�0 u�iti� pan^ •Ic +rincc 80 9 t Nnr a 13 LD 5/97 C1wva1%F0ft a.gA=KWA.[la 0 - MOSS LUMBER Telephone: Nome: Address: D a -9 /9 8- I 0 r o n Sy: R,2. N 0 Y mo May•22 1998 6 32P MITEK INDUSTRIES INC. No'2496 P. 2/12 TE OFFSETS (X=LEFT,YmTOP)-[j3=4,2.51,[j5=4,2.53,[)10■4,21, 3) -8-i 7-4-3 -e-i 3-8-1 4-7-13 6y A O. CGAQ919 'A 1)S4 8X8 5 IV 3-5-1 7-4-3 12-0 18-7-13 —2-0-3-15 i 2-4-0 3-8-1 3-8-1 4-7-13 4-7-13 3-8-1 3-8-1 p HL TO PK:8-2-9R HL TO PK :8-2-9 ,EFT HEIGHT:0-4-3. SPAN:'24-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 GO �c ADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-40.451 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7', BOTT 8-9=0.676 BOT CHORD:2X6 No.l GR DF -L ,-OTT 0 7 LL.DEFL.910=0.13 < L/360 WEBS :2X4 STANDARD GR DF -L PILSRILE1.15 SPACING r=nc c. "EETTIVETESSESNOTUSD N. OMEMBERS1 OADING STRESS INCREASE LOADING PANEL(PLF) J JOINTS(LBS) BUTTE E COUNTY � LUMBER PLATE TYPE 1 1 1.15 1.15 UNIFORM 1- 7= 54 7• 1. 116 BUILDING DEPARTMEM' ,EFLECTION(IN.) L.L= 0.13,D.L■0.09,T.L=0.21 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) f� 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DVSS EC'P�;b HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT BLDG A i c GINEER. =««ACES -32 Ver. 1.1»»==�___�=___ [ 204058 Thu May 21 13:47:14 1998 Customer #: DEADMOND RH3029 Trues ID : A8 Taomil # 62%12 Project 24-0 Quantity : 1 P ii tch Span REACTIONS SIZE — TOP CHORD BOTTOM CHORD 7-8= 3378 2.12= 418 WEBS 5.9. 779 1■ -2151 3.50 •2=-3788 •3■ -3105 8-9= 3378 2-11=•674• 3.11. 779 6- -671, 6-8. 416 _.-7L.Z15 L 3.50 •4■ -3276 -5!,!,3276 9.10= 2772 10-11G 2772 3-10. 641 Gt:SSI. J 62•3105 •7=-3788 11.12= 3378 12-1. 3378 4 -10■ -251 5 10� 641 �L F v TE OFFSETS (X=LEFT,YmTOP)-[j3=4,2.51,[j5=4,2.53,[)10■4,21, 3) -8-i 7-4-3 -e-i 3-8-1 4-7-13 6y A O. CGAQ919 'A 1)S4 8X8 5 IV 3-5-1 7-4-3 12-0 18-7-13 —2-0-3-15 i 2-4-0 3-8-1 3-8-1 4-7-13 4-7-13 3-8-1 3-8-1 p HL TO PK:8-2-9R HL TO PK :8-2-9 ,EFT HEIGHT:0-4-3. SPAN:'24-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 GO �c ADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-40.451 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7', BOTT 8-9=0.676 BOT CHORD:2X6 No.l GR DF -L ,-OTT 0 7 LL.DEFL.910=0.13 < L/360 WEBS :2X4 STANDARD GR DF -L PILSRILE1.15 SPACING r=nc c. "EETTIVETESSESNOTUSD N. OMEMBERS1 OADING STRESS INCREASE LOADING PANEL(PLF) J JOINTS(LBS) BUTTE E COUNTY � LUMBER PLATE TYPE 1 1 1.15 1.15 UNIFORM 1- 7= 54 7• 1. 116 BUILDING DEPARTMEM' ,EFLECTION(IN.) L.L= 0.13,D.L■0.09,T.L=0.21 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) f� 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DVSS EC'P�;b HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S ALWAYS REOD)CONSULT BLDG A i c GINEER. .Mav•22- 1998 6:33PM MITEK INDUSTRIES INC. No•2496 P. 3/72 =<< «ACES -32 Ver. 1.1» » =gym====�Q==f 204059 lstomer DEADMOND Thu May 21 13:47:21 1998 Project # RH3029 Truss ID A10 Family # : 3�4 ;pan 24-0 Quantity 1 Top Pitch 6 12 iLd(4/20/1998),vi. = - s s ^ - a - mREACTIONS c BOTTOM CHORD WEBS SIZE APPROVED FOR MITEK INDUSTRIES INC 2=-1354 6-7= 1184 2-8=-226 1■ -942 3.50 3=-1137 7-8= 949 3-8= 243 -.6■-942 3.50. _._... _ 4r-958 8.1= 1199 3-7= 12 -5■-1083 -4-7■ 218 Am -1337 5-7=-245 Q -E OFFSETS (XaLEFT,YwTOP):[13=4,2.51,[)8=3,2),. 3 4-8-1 6> 8 SX6 4 ONG OF CAL. 8-0 14-10-4 I 24-0 8-0 6-10-4 9-1-12 P HL TO PK:10-5-7 ,/1` R. HL TO PK .:10-5-7 :FT HEIGHT:0-4-3 SPAN:24-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 1ADING (PS F) MAX STRESSES- MINIMUM GRADE OF LUMBER L D TOP 3-4-0.340 TOP CHORD:2X4 N0.1&Btr GR DF -L 1P 20 7 BOTT 6-7=0.358 BOT CHORD:2X4 No.l&Btr GR DF -L, )TT 0 7 LL.DEFL.@7=0.04 < L/.360 WEBS :2X4 STANDARD GR DF -L 'R.1 C.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c.r :PETITIVE STRESSES USED NO. OF MEMBERS = 1 LECTION(IN.) L.L= 0,04,D.L=0.O3,T.L=0.07 TES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A,446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) TE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-1CBO,TPI.91 S DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. COUM BUILDING DEPAPTUE APrl-1%j •W.22- 1998 6:32PM MITEK INDUSTRIES INC. No -2496 P. 1/72 =««ACES -32 Ver. 1. 1»»=========¢= [ 204057 3 ====m===««MOSS»»=!==_== Customer Project : DEADMOND #: RH3029 Truss ID A Thu May 21 13:4'7:09 1998 Family # 104 Span : 24-0 Quantity 2 Top Pitch 6/12 1 P(4/20/1998),V1.1=¢==9c=�cC=�c=-=a====tee=scc=e=c=o�==c===c==n=c====c====c========= i0p CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. -2=-1273 5-6= 1130 2 -7■ -268 1=-942 3.50 •30-1121 6-7= 773• 3-7a 416 --5=-942 • 3.50 •4■ -1121 7-1; 1130 3-6■ 416 - •S=-1273 4-6=-268 rE OFFSETS (X=LEFT,Y■TOP):[J7=3,2], 3: W1 8 12-0 - 44 �OQ 0 OfF.SS1p�,��' N B-3-4 5-8-12 L U� 4�4' ^ \\ EXP 9.30-00 \ sa CIV11.i 8-0 i 16-0 24-0 r B-0 8-0 ~ 8-0 p . HL TO PK:13-5 R. HL TO PK :13-5 s'FT HEIGHT:0-4-3 SPAN:24-0 RISE:6-4-3 RIGHT HEIGHT:0-4-3 )ADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.323 TOP CHORD:2X4 No.l&Btr GR DF -L )P .20 7 BOTT 7-1=0.346 BOT CHORD:2X4 No.l&Btr GR DF -L )TT 0 7 LL.DEFL.97=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L CR.INC.: LUMB = 1.15 PLATE =11.15 SPACING : 24.0^in. o. c. EPETITIVE STRESSES USED NO. OF MEMBERS - 1 FLECTION(IN.) L.L= 0.05,D.Ls0.03,T.L=0.08 aTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC8O,TPI.91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. BUMCOUNTY BUILDING DEPARTMENT APPROVED' ` MaY•22. 1998 6:37PM MITEK INDUSTRIES INC. No•2496 P - 12/72 a««ACES-32 Ver, 1.1»»===_______= L 204068 ] ===========««MOSS»»=-======= Thu 21 13:48:26 1998 Customer Project #: DEADMOND RH3029 Truss ID AG Tay Family # 1 0 6If12 24-0 Quantity 2 Top Pitch Span 'Bld(1/20/1998),v1.1= ---------- --_-- REACTIONS - S12E TOP CHORD -2•.11747 BOTTOM CHORD 7-8. 10756 2.12c S6 WEBS S-9. 2493 1=-5501 3.50 -3=-11255 8.9. 10756 2.11.540- 6.9■ -2238 3.50 -4=-7682 9-10. 8727 3-11. 4504 6.8. 1540 _ -5--7682 10-11= 10067 11-12= 10556 3-10=-4524 4-10. 6581 •-60-9757 -7=-11970 12-1. 10556 5 -10■ -2628 —A Mif ITE OFFSETS (X=LEFTY■TOP):EJ3=5,21,(j4.3,21,IJ8=4,1.5),EJ9=3,2),(JiO-6,5),(jil-6,43, 4; 0-4 _0-4 4-0-12 3-11 3-11 6X6 4 4 -0 -/q\ -IV t�P � OF CAUO� 4-0-4 8 1 12-0 15-11 1 19-11-12 24-0 4-0-4 4-0-12 3-11 3-11 4-0-12 4-0-4 X6 7 HL TO PK:13-5 R. HL TO PK :13-5 ,,EFT HEIGHT. -O-4- SPAN:24-0 RISE:6-4-3 RIGHT HEIGHT:0_4-3 .,OARING(PSF� -MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7=0.493 TOP CHORD:2X4 No.I&Btr GR DF -L COP 30 7 BOTT 8-9=0.786 BOT CHORD:2X8 NO.1 GR DF -L. 30TT 0 7 LL.DEFL.011=0.21 < L/360 WEBS --_--_2X4- STANDARD GR DF -L 3T INC.: LUMB - 1.15 PLATE = 1.15 -SPACING -• 24.0 in. o. c. 2EPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 .OADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) VJTTE W"' N-ry LUMBER PLATE TYPE BUILDING DEPAP �EW 1 1.15 1,15 UNIFORM 1- 7= 74 7.11= 388 11- 1= 14 V1LL�7,011�7 GI—!'� T� C CONCENTRATED 11= 3488 JES: 4-10 TO BE 2X4 No.18BLr GR DF -L AFAT38.0MED??2 MEMBERS NAILEDTOG- W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 2 ROWS) OF .131x3 ) For Veba use 1'ROW of NAILS 12 in. o.c. OEFLECTION(IN.) L.l= 0.21,D.Lm0.1O,T.I=0.31 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIWG(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .Mav•22. 1998 6:33PM . MITEK INDUSTRIES INC. No.M 6 P. 4/72 -32 Ver. 1 . 1»»-==_�__-'__ 204060 ] ===s=======««MOSS»»= ThuMay 1998 _««ACES 'us>omer DEADMOND # Truss ID B8 #21.13237:27 To Pitch 6/12 p ?ro3ect ;pan :323029 Quantity 2 _ t(d(4/20/1998),v1.1========m= WEBS REACTIONS SIZE TOP CHORD BOTTOM CHORD 7 -8■ -3111 9.10. 0 15-1. 4917 2-15u 418 5-12a 3612-14■ 1.2831 3.50 3.50 2.5469 -3-47038 9=-2413 10-11■ 3111 793 3.14. 1884 5-11■•1056 6-11-263 _9a�269i •4■ -4199 11.12■ 5943 12-13= 5666 4.14=-1801 7-11 2457 • �5=-5943 13.14= 5666 4-13= 574 7-10x-1716 6=-5092 14.15. 4917 4-12. 344 8.10. 3857 E •7=-5092 TE OFFSETS (X=LEFT,Y-TOP):EJ5=3,31,(18-3.5,21,EJ10.3,23,0 12=5,31, 1� it 9 f 3) 7- - 11 1124 4 7- - - -4-10-7 4-10-7 3-8-1 3-8-T 5-0-3 4-10-7 5X8 4X8 5X8 3X4 4X5 4X6 3 4 b a 7 a 3X8 4X8 3X6 10x10 9Ao 1-1 9 3X6 -1 3-8-1 5-0-3 4-10-7 4-10-7 4-10-7 5-0-3 3-8- ' Connect truss to girder with Simpson or equal bN�l hanger. L HL TO PK:8-2-9 'SPAN.32-0 RISE:4-4-3 RIGHT HEIGHT:4-0-4 LEFT HEIGHT:0-4-3 �_________________a=====___--- E OF LUMBER MINIMUM GRAD LOADING L(P'SFD MAX STRESSES TOP CHORD:; No.1&Btr GR DF -L TOP 4-5=0.273 BOTT 11-12=0.407 BOT CHORD:2X8 No.1 GR DF -L. TOP 20 7 LL.DEFL.®12=0.14 < L/360 WEBS :2X4 STANDARD GR DF_L-- - ___________________ SPACING • 24.0 in. o. C. REPETITIVELSTRESSE5INOTLUSED 1 15 NO. OF MEMBERS - 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 IAS 1.15 UNIFORM 1. 8- 54 9 1= 116 WEB: 8-10 TO BE 2X4 No.1&Btr GR DF -La 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 RoW(S) OF .131x3 in. NAILS 12 In. o.c(OTT. CHS. For Webs use 1 ROW of NAILS 12 in. o.c. DEFLECTION(IN.) L.L= 0.14,D.1-0.10,T.L-0.24 PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A•GALVANIZED STEEL(EXCEPT AS SHOWN) THIS MUST ESIGNBISIFORALLED TRUSS FABRICATION ONLN EA. FACE OF Y`FORSPERMANENTLANDEXCEPT AS TEMPORARYSBRACING(WHNCHOISORMS ALWAYSNDS RBgQ)�IGNUCk BLOQN NG GDEPARTMEtY�'CT OR R APPROVED May -22. 1998 6:34PM MITEK INDUSTRIES INC. N o . 2 4 9 6 P. 5/72 « «ACES -32 Ver. 1-1>>>>==m-== __-[ 204061 )====--=====<< «MOSS» >>====a==== Thu May 21 13:47:35 1998 .us omer ,rotject #: DEADMOND RH3029 Truss ID : B10 Family # 323 Top Pitch 6/12 ,pan ld(4/20/1998),V1.1— 32-0 -- Quantity --- : 1 =WEBS --_ -__ _- TOP CHORD BOTTOM CHORD 2.11■ -242 6-9-22 REACTIONS 512E 1=-532 3,50 2--471 7-8 -151 32.247 8-9= 334 9-10- 226 3-11. 253- 6 -8■ -437 _8=_468 3.50 4= 323 10-11= 151 3.102-625 10--1272 3.50 _ 5. 323 11-1■ 417 4 -10■ -306 6■ -324 5.10■ -708 F SSI 7= 0 5-9= 170 E OFFSETS 3) 6X8 1X4 5X6 3X4 1X4 3X4 5X8 BLOCKING & BRACING 3X4 REQUIRED AT SUPPORT: 3X5 F 8- 14-10-4 24-0 32-0 8-0 6-10-4 9-1-12 8-0 Connect truss to girder with Simpson or equal hanger. HL TO PK:10-5-7 ZFT HEIGHT:0-4-3 SPAN:32-0 RISE:5-4-3 RIGHT HEIGHT:5-0-4 FADING (PSF) MAXSTRESSESMINIMUM GRADE OF LUMBER L D TOP 4-5=0.423 TOP CHORD:2X4 No.l&Btr GR DF -L )p 20 7 BOTT 8-9-0.260 BOT CHORD -2X4 No.I&Btr GR DF -L STT 0 7 LL.DEFL.911=0.01 < L/360 WEBS :2X4 STANDARD GR DF -L rR.INC.: LUMB = 1.15 P ATE = 1.15 SPACING • 24.0 in. o. c. SPETITIVE STRESSES USED NO. OF MEMBERS = 1 FLECTION(IN.) L.L= 0.01,D.L=0.01,T.L=0.02 ATES'ARE M1TEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 'IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY BUILDING DEPARTMENF4' APPROVED -MaY.22. 1998 .6:34PM MITEK INDUSTRIES INC. No•2496 P. 6/72 :«<cACES-32 Ver, 1.1»»=====z===== [ 204062 j=___=======««MOSS»»Q======== Thu May 21 13:47:42 1998 'ustomer 'roject #: DEADMOND RH3029 Tr1iE39 ID B12 TopiPitch 6%12 :part td(4/20/1998).V1.1==a============n========aG=----- 32-0 Quantity : TOP CHORD BOTTOM CHORD 2 -10■ -296 WEBS 5-7--367 REACTIONS - SIZE 1x-517 3.50 ?=-418 Se -415 7-8. 280 a-9= 8 3-10= 562- a�47-S , 3.50 4= 363 9-10=-24 3.9■ -648 9=•1300 3.50 _ i=-256 10.1. 371 4-9=•722 w 6■ 0 7u- `183 4-8= 352 5-8=-132 E OFFSETS (X-LEFT,Y■TOP):(j3.4,2.51,ij4.3,31,[)9=3,27, 3 I --►- 5-8-1 6X8 3 T lvplaswolo 3 s 14 11-3 6-9-7 6� 5X6 3X4 4 3 1X4 6 I 3X4 3X6 BLOCKING 8. BRACING 3X4 REQUIRED AT SUPPORT: 3X5 —8— -4 - 32-0 9-2-3 9-1-12 8-0 Connect truss to girder with Simpson or equal L, 1.5'7Cr hanger. HL TO PK:12-8-4 RIGHT HEIGHT:6-0-4 EFT HEIGHT:0-4-3 SPAN:32-0 RISE:6-4-3 OADINGL(PSF� MAX STRESSES' MINIMUM GRADE OF LUMBER TOP 3-4=0.597 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 10-1=0.258 BOT CHORD:2X4 No.1&Btr GR -DF -L OTT 0 7 LL.DEFL.@10=0.01 < L/360 WEBS :2X4 STANDARD GR -DF -L - TR INC.: LUMB 1.15 PLATE-= 1.15 SPACING M: 24.0BERS in. o. C. EPETITIVE STRESSES USED :B 5-7 BRACED at 1/2 POINTS AS SHOWN ABOVE )te:Uoe 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as Web conn, to narrow face u/10d nails 6 in. o.c iFLECTIONO N.) L.L= 0.01,DA-0-01J.1.60.03 .ATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) -ATE MUST BE INSTALLED ON EA. FACE OF JOINT ;SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 iIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY 8RACING(WHICH IS. ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. A'30ROvED' -MaY.22. 1998 6:35PM MITEK INDUSTRIES INC. No -2496 P• ]/]2 :««ACES -32 Ver. 1.1>> >>==m=====ma=( zu<<<ACEsII;omer 204063 ]=-___==... =<< <<MOSS>> » -====m=== Thu May 21 13:47:48 1998 DEVer. ?ro ect #: Truss ID B14 1 324 Top Pitch 6/12 P 3230029 Span - - Quantity -= - r tld(4/20/1998),v1.1======aG_==a=='=oaG-_-=sm_- WEBS REACTIONS - SIZE TOP CHORD BOTT=OM CHORD 2-271 7-8=-271 9-10= 440 2-12-240 6.10. 656 1■ -433 3.50 3.50 3=-42 8 -9■ -497 10-11°-112 3- 12--273-- 4-12. 638 7•10a-•274 8-10=-235 _9.L.402 — 11=•1456 3.50 _- 4=-102 11-12=-306 5. 443 12-1. 240 4.11=-630 6■ 443 7x-331 5-11=-143 6.11■ -674 FE OFFSETS (X■LEFT,Y■TOP):(J4.4,2.5),(j6=4,2.5),(j11=4,21, 31, 18-7-13 4-5-6 4-5-8 4-5-6 1-6-1 3-9-9 4-5-6 6X8X4 6X8 4 S 4-5-6 3X8 5X8 BLOCKING 8 BRACING 3xts REQUIRED AT SUPPORT. X5 with Simpson W 5 7,(a 8-0 6-10-4 9-1-12 8-0 to girder or equal hanger. HL TO PK:14-11-1 �- R. HL TO PK :14-11-1 ,EFT ii -4-3 SPAN:32-0 RI.SE:7-4-3 RIGHT-_HEIGHT_0-4-3 -=m___--.L__-=�C== _O____�-...lR_--_•-_-SSR___^_ GOADING (PSF) ^MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.199 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 9-10=0.275 BOT CHORD:2X4 No.l&Btr GR DF -,L 30TT 0 7 LL.DEFL.@10=0.02 < L/360 WEBS _ :2X4_ STANDARD GR -DF -L SPACING 24.0 in o. C. REPETITIVELSTRESSESIUSEDATE = 1.15 NO. OF MEMBERS = 1 )EFLECTION(IN.) L.L■ 0.02,D.L=0.01,T.L=0.03 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. BuiTE COl1NT1P BUILDING DEPARTMENff APPROVED May•22. 1998 6:35PM MITEK INDUSTRIES INC. No•2496 P. 8/72 v««ACES-32 Ver. 1 .1»»-=======m-� ( 204064 u ay#2113:48 7:55 1998 Cus omer : Pro ect #: DEADMOND RH3029 Truss ID B F y Patch 6/12 Span 32-0 Quantity 4 Top - -' -`- _ _ -_� =asmc-' --^- REACTIONS - SIZE TOP CHORD -2■-245 BOTTOM CHORD 7-8= 414 2-10=-260 WEBS 6.8■ -257 1■ -454 3.50 -3-61 8-9a 87 3-1On .345- –2L 420, 3.S0 -4. 420 9.10=-105 3.9=-458 9=-1418 3.50 _• •-5z 323 10.1. 217 4.9■ -617 -6=-284 5 -9■ -498 F -7■-467 5-8= 360 %TE OFFSETS (X=LEFT Y=TOP):I13=3,31,Cj9.4,21, 3: -8--5 nvjaLvUW= v;v 'DON(3W, YG F •L- MAI9 .a 5-1-13 5-1-13 5-1-13 sl � 4� OF 4X4 3X4 5X8 BLOCKING 8 BRACING 3X4 with Simpson REQUIRED AT SUPPORT: 5 8-0 14-10-4 I 24-0 32-0- 8-0 6-10-4 9-1-12 6-0 X5 to girder or equal hanger. �. HL TO PK:17-10-11 R. HL TO PK :17-10-11 .EFT HEIGHT:0-4-3 SPANi32-0 RISE:8-4-3 RIGHT HEYGHT:0-4-3 jOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.368 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 7-8-0.271 BOT CHORD:2X4 'No.l&Str GR DF -L 30TT 0 7 LL.DEFL.98-0.01 < L/360 WEBS :2X4 STANDARD GR DF -L EPLST15 PLATE -1.15 SPACING o. C. 2ETITIVERESSESUSED. FMEMBERS -1 IED 4-9; 5.9 BRACED at 1/2 POINTS AS SHOWN ABOVE Iote:Use 1x4 or 20 Cont.Brecing conn,w/2-8d nalls,or T•brace of same size*end grade as web conn, to narrow face W/1Dd nails 6 In. o.c )EFLECTION(IN.) L.L■ 0.01,D.L■0.01,T.Lm0.02 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED. STEEL( EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TP1.91 (His DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. BllifE COUNTY' BUILDING DEPARTMFNI APPaO UED Aay-22- 1998 6:36PM MITEK INDUSTRIES INC. No•2496 P. 9/12 z«<ACES-32 Ver. 1.1 » »==pa=====tea( 204065 <<MOSS>> >>========= us>omer.: DEADMOND Thu May 21 13:48:01 1998 ,roject #: RH3029 Truss ID : 131 Family # 222 - ;pan : 32-0 Quantity : 8 Ta Pitch 6/12 ;eat cut : 0-3-8 Bo pitch : 3/12 Id(4/20/1998),Vi.1==== ====mm===========evae=c=c========-=Q�c�===ace==�cc TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE -1774 7-8=-719 2-11. 73— 5-8--1268 J _.767 , 3.50 -974 8.9=-987 2 -10■ -704 6.8=-267 7= 78 3.50 _ ,■-268 9-10■ 898 3-10= 694 8■ -1739 -268 10-11. 1624 3-9--905 SS1 1= 1,070 11-1= 1621 4-9-777777 7= 813 5-9s 1247 �4,' �ZC N OFFSETS (X■LEFT Y■TOP):IJ33 3] [J53 33,[J9n4,1.SI,CJ10-3,Z3, 14,� 6—O1L-U 10-V t�-0-0 �1-ice 6-0 6-0 4-0 7-8-8 4X4 BLOCKING & BRACING IEQUIRED AT SUPPORT: 5X8 6-0 12-0 16-0 23-8-8 32-0 ( 6-0 6-0 4-0 7-8-8 8-3-8 HL TO-PK:17-10-11 I - INTERNAL RISE:2-11-2 R. HL TO PK :17-10-11 ;FT HEIGHT:0-4-3 SPAN:32-0 RISE:8-4-3 RIGHT HEIGHT:0-4-3 )ADING (PS F) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0.711 TOP CHORD:2X4 No.l&Btr GR DF- L -IP 20 7 BOTT 10-11=0.334 BOT CHORD:2X4 No.I&Btr GR DF -L )TT 0 7 LL.DEFL.@11=0.10 < L/360 WEBS :2X4 STANDARD GR DF -L - 'R INC. LUMB 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. ,;PETITIVE STRESSES USED NO. OF MEMBERS =-I 'LECTION(IN.) L.L■ 0.10,D.L■O.07,T.L■0,16 JES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ITE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 S DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGO)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY BUILDING GEPARTMEW),; APPROVED r n May•22. 199E 6:36PM MITEK INDUSTRIES INC. No•2496 P. 10/72 <<«ACES -32 Ver. 1 . 1>>>> tea====�__= ( 204066 ] _===-=====_<<<<MOSS>>>>========= :ustomer DEADMONDThu May 21 13:48:08 1998 Iroject #: RH3029 Truss ID :'82 Family # 222 ;pan 32-0 Quantity 6 To? Pitch 6'l2 Bo pitch 3/12 :eat cut 0-3-8 ld(4/20/1998),v1.1ac===m===�=�_ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE !--1408 7-8= 537 8-9-675 1-13. 75— 5.10■ -.1172 JR --.67.8, 3.50 5--593 9-10x-728 2.12■ -720. 6 -10■ -470 8-•50 3.50 :=-9 10-11--945 3.12= 528 6-9= 364 10■ -1700 3.50 =.9 11-12. 547 3-11=-749 7-9=-259 SN' 1025 12-13= 1288 4-11•-258 7■ 790 13-1= 1287 5.11. 1052 OFFSETS (X■LEFT, Y■TOP): (J3.3,33, (J5°3,1.5), 06=3,33, (111.4,1.5), (712=3,2), LA !'Q•�7l•3�•�>t7ol•��r�•�•=�aal•L'a�L ca • • • • •Wdol BLOCKING 8 BRACING REQUIRED AT SUPPORT: 5X8 6-0 12-0_- X16-0 21-10-4 -13- - 8-0 6-0 4-0 5-10-4 1-10- 8-3-8 HL TO PK:17-10-11 INTERNAL RISE:2-11-2 R. HL TO PK :17-10-11 FT HEIGHT:0-4-3 SPAN:32-0 RISE:8-4-3 RIGHT HEIGHT:0-4-3 ADING -(PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0.468 TOP CHORD:2X4 No.l&Btr GR DF• -L P 20 7 BOTT 12-13=0.286 BOT CHORD:2X4 No.l&Btr GR DF -L ITT 0 7 LL.DEFL.@13=0.07 < L/360 WEBS :2X4 STANDARD GR DF -L IR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. ;PETITIVE STRESSES USED NO. OF MEMBERS = 1 VIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. LECTION(IN.) L.L= 0.07,0.L=0.05,T.L=0.12 TES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) TE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NOS DESIGN SPECS, UBC•ICBO,TPI.91 - S DESIGN IS.FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY -. BUILDING DEPAF3'fME* . APP R�VE � May -22. 1998 6:37P1Y1 MITEK INDUSTRIES INC. No•2496 P- 11/72 _ <«ACES -32 Ver. 1. 1»>>==m======== [ 204067 ) =-====m====««MOSS»>>========= Thu May 21 13:48:17 1998 ue omer DEADMOND Pro ect #: RH3029. Truss 63 Family # 2 2 6/12 0-3-8 2-0 4 To P}tch Bo pitch 3/12 S at cut : 3ld(4/20/1998),v1.1=mac- _ ^:= REACTIONS - SIZE TOP CHORD BOTTOM CHORD •2■•3717 7-8=-1746 9-10a 1732 2.14■ -15B- WEBS 6-12-216 _. j _1Q7$_ 3.50 -3■-3506 8-9=-1958 10.11. 1609 3.14a 228 6-110-10 9=-1078 3.50 _ •4=-2880 11-12m 1639 12.13. 2655 3.13=-437 4.13. 1580 7-11= 63 7-10=-233 -5=•1565 •6a-1565 13-14= 3090 4 -12■ -1686 8 -10■ -191 E 9 -7■-1777 14-1a 3383 5-12. 1133 �� pONG Y E' L CE OFFSETS (XsLEFT,Y=TOP):E14■5,1.5),Ejl3=5,2), (; car.AA9 1 4-o r 4-0 4-0 4- 3X7 4 3X4 a 1X4 -' 5-10-4 1=10-4' 4- 04 a oo 3X4 e 3X4 OF Connect truss to girder with Simpson or equal TF -/k Zq Manger. 1X4 4X6 012 13 14 5X10 W 3X4 Connect truss to girder with Simpson or equal 12 3X8 Y 10 3x8 TF4fk z°1 hanger. 1 8 0 12-0 , 18-0 21-10-4 23-8-8 32-0 6_0 6-0 4-0 5-10-4 1-10-4 8-3-8 HL TO PK:17-10-11 -INTERNAL RISE:2-11-2 R. HL TO PK :17-10-11 .EFT HEIGHT:0-4-3 SPAN:32-0 RISE:8-4-3 RIGHT HEIGHT:0-4-3 _ __ _ ____ _ ==_-JG_-._� =-. � _-�C��_. �-1Q=�� �... _ _SG����.mc.....OS� � ��_ _ a=_�-.-.. Q. GOADING (PSF� - MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0.367 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 •7 BOTT 14-1=0.585 BOT CHORD:2X4 No.l&Btr GR DF -L iOTT 0 7 LL.DEFL.®130.25 < L/360 WEBS :2X4 STANDARD GR DF -L -- m- ,TR.INC .: LUMB = 1.15 PLATE - 1.15 SPACINGM: 24.0 ini o. C. BERS :EPETITIVE STRESSES.USED OF OTE: PROVIDE FOR 0.25 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 'EB 4.12 BRACED at 1/2 POINTS AS SHOWN ABOVE ROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. lote:Us• 1x4 or 2x3 Cont.Bracing conn.w/2.8d nalla,or T -brace of came size and pede as web conn. to narrow face w/10d nolle 6 in. o.c -EFLECTION(IN.) L.L= 0.25,D.L=0.18,T.L=0.43 'LATES ARE MITEK MZO.165,142 MANUFACTURED FROM ASTM A 446 GRD'A GALVANIZED STEEL(EXCEPT AS SHOWN) *LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTIP BUILDING DEPARTMEN'9' APPROVED Mav•22. 1998 6:39PM MI.TEK INDUSTRIES INC. N o , 2 4 9 6 P- 16/]2 =««ACES -32 Ver, 1.1»»�==_____��- [ 204072 Thu May 21 13:48:53..1998 Customer : DEADMOND Project #:.RH3029 Truss ID BB14 1 Family #' 324 Top Pitch6/12 Span - 32-0 •Bld(4/20/1998),v1=s=====-nm===_ Quantity o=--_- ==e=c=_- ===_= TOP CHORD BOTTOM CHORD 1-2 -1949 7 -S■ -1740 9-10= 1725 2 -12■ -200 WEBS 6.10. 639 REACTIONS - SIZE 1a-1078 3.50 -3■-1740 8-9-1949 •10-11= 1213 3 -12■ -274 7-10-279 .. ,9.n-1.078 3.50 -V-4■-1804 11.12= 1226 4.12. 619 8 -10■ -200 _ 4-5=-1263 12-1■ 1725 4.11s 171 5.6s-1263 5-11=-143 f A.7.-1AAL 6-11. 102 e ATE OFFSETS (X=LEFTY■TOP):(j4■4,2.51,(j6.412.5I,Ij11.4,21, 4-5-(3 1 a --'!i i !- 4-5-6 4-5-6 Connect truss to girder with Simpson or equal 1 x4 -1• & z -L► hanger. 1X4 4-5-6 1-6-1 ' 3-9-9 6X8 X4 6X8 a Y6 Connect truss to girder 1X4 with Simpson or equal --��— hanger. 1X4 4X8 4X8 B 41 1 12 11 10 3Xa 5X8 3X8 I 8-0 14-10-4 1 24-0 32-0- 8-0 8-10-4 9-1-12 8-0 L HL TO PK:14-11-1 R HL TO PK :14-11-1 DEFT HEIGHT:0-4-3 SPAN:32-0 RISE:7-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSFL MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.196 TOP CHORD:2X4 No.J.&Btr GR DF -L TOP 20 7 BOTT 9-10=0.458 BOT CHORD:2X4 No.I&Btr GR DF -'L POTT 0 7 LL.DEFL.@11=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INREPETITI: L,STRESS1.15ES PLATE = 1.15 y N�ACOFGMEMBERS in. o. C. oEFLECTION(IN.) L. -L-3 0.08,D.L=0.06,T.L=0.14 PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. SUITE COUNTY BUILDING DEPARTMEN'�' APPROVED 'MaY•22. 1998 6:39PM MITEK INDUSTRIES INC. No•2496 P. 15/72 _<< «ACES -32 Ver. 1.1>>>> ---=====--[ 204071 1 --====_-_==<< «MOSS» >>====_==== Thu May 21 13.48:46 1998 Customer DEADMOND Project #: RH3029 Truss ID BB12 1 Family # 303 Top Pitch /12 Span 32-0Quantity _ - _= _ SIZE / BOTTOM CHORD TOP CHORD 2:12■ 1287 WEBS 6.10. 643 REACTIONS 1■ -1078 3.50 •2■ -1034 7.8■ -1034 8-9= 0 9-10■ 955 3-120-774- 6-9=-7.74 _. -As-- 1078— 3.50 •3=-955 •4=-1432 10-11m 1432 3.11. 643 7-9. 1287 - •5■ -1432 11.12. 955 4-11=-342 -6■-1432 12.10 0 -7=-955 4-10= o 5-10-342 cnw TE OFFSETS (X=LEFT,Y=TOP):[)2=2,1.51,[J7z4,1.51,()9=2,1.5],[112=4,1.51, CHORD SPLICES:4-5■3X6; T CHORD SPLICES:10.11■3X6; -14 3X6 3X4 IZ-to- 6-4-2 3X4 I J> CIVIL25-6-2 �P E AU` 6-4-2 - 1X4 3X4 3X6 e 1 3X6 3X4 3X8 3X6 3X4g g 14 12-9-15 19-2-1 i 25-6-2 32-Q 4X4 6-5-14 6-4-2 8-4-2 8-4-2 6 5 14 Connect truss to girder. with Simpson or equal hanger. Connect truss to girder with Simpson or equal TRJ', hanger. jEFT HEIGHT:6-0-4 'SPAN:32-0 RISE:6-0-4 RIGHT HEIGHT:6-0-4 ========a=====_===_=__==== .JOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP '3-4=0.453 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 10-11=0.325 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.®10=0.07 < L/360 WEBS :2X4 STANDARD GR-DF-L---- =gym___.-.=v_ JTR.INC.: LUMB-= 1.15 PLATE = 1.15- SPACINGM: 24.0BERS in. o. C. ZEPETITIVE STRESSES USED NO, OF 1E8 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Iote:Use 1x4 or 20 Cont.Bracing conn.w/2-8d neits,or T -brace of some size and grade as web conn. to narrow face w/10d nails 6 in. o.c )EFLECTION(IN.) L.l- 0.07,D.Ls0.05,T.L=0.13 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGH CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TP1.91 rHIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. 8U7TE WUNN BUILDING DEPARTMENT Mav-22. 1998 6:38PM MITEK INDUSTRIES INC. No•2496 P - 14/12 ==««ACES -32 Ver. 1 . 1»»=s=====___= f 204070 Customer : DEADMOND #: RH3029 Truss ID BB10 Thu May 21 Family # 13:48:40 1998 303 Project Span : 32-0 Quantity 1 Top _Pitch -_ /12 --_ --- =Btd(4/20/1998),v1.1-c====-_¢___'=====nm--==---------=a---m0=--==--_-=-- =gym -c= --- TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE 1.2=-1034 7-8-1034 8-92 0 2.12. 1443 6-10. 721 1■ -1078 3.50 2 -3■ -1157 9-10a 1157 3.12■ -724 6 -9■ -774 _. -8--107L 3.50 3.4■ -1735 10.11■ 1735 3-11■ 721 7-9. 1443 4-5=-1735 11-12= 1157 4-11=-342 5-6=-1735 12-1= 0 4-10= 0 6-7•-1157 5 -10■ -342 .ATE OFFSETS (X=LEFTY■TOP):E)2=2,1.53,(J7■4,1.51,()9=2,1.5),()1224,1.53, )P CHORD SPLICES:4-5=3X6; ITT CHORD SPLICES:10-11=3X6; IF�o .ra�•ar 6-5-14 3X6 3X4 3X4 1X4 3X4 3X6 I n Iv 3X6 3X4 3X8 3X6 3X4 6 5-14 -12-9-13 19-2-1 25-6-2 32-0 �X4 6-9-14 5-4-2 6-4-2 6-4-2 6-5-14 Connect 'truss to girder Connect truss to girder with Simpson or equal with Simpson or equal hanger. -1114-7-n-- hanger. i,EFT HEIGHT:5-0-4 SPAN:32-0 RISE:5-0-4 RIGHT HEIGHT:5-0-4 (jOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.490 TOP CHORD:2X4 No.l&Btr GR DF -L POP 20 7 BOTT 10-11=0.368 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 .7 LL.DEFL.Q10=0.10 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC : LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE.STRESSES USED NO. OF MEMBERS = 1 4EB 6.10 BRACED at 1/2 POINTS AS SHOWN ABOVE Vote:Use 1x4 or 20 Cont.Bractng conn.w/2-8d naite,or T•brace of same site and grade as Web conn. to narrow face w/10d nails 6 in. 0.c )EFLECTION(IN.) L.L= 0.10,D.Lc0.07,T.L=0.16 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ?LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SP�yCj ��b THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(4HICH IS ALWAYS REGD)CONSULT A I EER. BUILDINGDEPARTMEr APPROVED May -22. 1998 6:38PM MITEK INDUSTRIES INC. No•2496 P. 13/72 o««ACES-32 Ver. 1.1>>>>===========[ TOP 3-4=0.467 204069 MOSS»» -==G=1998 ==� Thu May a 21 13:48:33 1998 Custromer Project #: DEADMOND RH3029 Truss ID BB8 Family # : 303 Span 32-0 Quantity 2 Top Pitch : /12. aldd(4/20/1998),v1.1==.=Inm==========c=so=c==�����-.._aem-- NOT USED TOP CHORD BOTTOM CHORD WEBS REACTIONS SI2E .2a-2327 7 -8■ -2327 8.9= 0 2.12. 4393. 6-10. 2196 1=-2695 3.50 -3--3827 9-10. 3827 3 -12■ -1421 6 -9■ -1421 -81-2695` 3.50 -4=-5741 10-11= 5741 3-11. 2196 7-9. 4393 _ -5■-5741 11-12a 3827 4-11=-342 -6a-5741 12-1. 0 4-10= 0 . -7■-3827 5 -10■ -342 ■• lf�wn_ TE OFFSETS (X=LEFT Y=TOP).[J2=2.5,23,(J7=4.5,2),[)9=3,2),(112=4,2I, CHORD SPLICES:4-5■3X6; T CHORD SPLICES:10-11■7X8; 1 l CIVi1, �P s�IFOF CAU�aa -5- 1 - - - - -8- 6-5-14 6-4-2 6-4-2 6-4-2 6-5-14 4X7 4X5 4X5 3X4 05 4X7 2 3 4 S 6 7 4X7 05 4X8 4X7 3X6 6-5-14 I 12-9-15 19-2-1 25-6-2 1 3 6-5-14 6-4-2 6-4-2 6-4-2 8-5-14 Connect truss to girder with Simpson or equal .IAV�JS—wz hanger. 0 Connect truss to girder WitSimpson or equal hanger. EFT HEIGHT:4-0-4 SPAN:32-0 RISE:4-0-4 RIGHT HEIGHT:4-0-4 JADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.467 TOP CHORD:2X4 No.l&Btr GR DF -L Op 20 7 BOTT 10-11=0.476 BOT CHORD:2X8 No.1 GR DF -L OTT 0 7 LL.DEFL.910=0.16 < L/360 WEBS :2X4 STANDARD GR DF-L -=am==--cmc=�=-accC=�nm====�c=ma==�=0=acc==--=nm=_�-=�Qac��= I'RINC.: LUMB 1.15 PLATE = 1.15 SPACING '• 24.0 in. o. C. SPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 !ADING STRESS INCREASE LOADING PANEL(PLF) / JOINTSUBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 2- 7= 54 8. 1. 116 BUTTE COUNT' B: 2-12; 7-9 TO BE 2X4 No.18Btr GR DF -L MEMBERS NAILED TOO. W/1 ROW(S) OF .131x3 1n. NAILS 12 1n. o.c,(TOP CHS. ),AND 1 ROW(S) OF .1310 1�y.INpljyjNGn[*p it Webs use 1 ROW of NAILS 12 in. o.c. D��V✓1L. .FLECTION(IN.) L.LO 0.5,142 =ON MANUFACTURED F � QVF D .AYES ARE MtTEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY( EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DES1 CSS U T71 4r (IS 1 - IIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WMICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. May -22. 1998 6:40PM MITEK-INDUSTRIES INC.' N o . 2 4 9 6 P. 17/12 =««ACES -32 Ver. 1. 1>>>>' =s-==== [ 204073 ] ___-___�-==««MOSS»»- Thu May 21 13:49:00 1998 CUBOmer : Project #: DEADMOND RH3029 Truss ID C8 Family # 324 Span : 27-0 Quantity 2-^ Top Pitch 6/12 _- BId(4/20/1998),V1.1=====cc==-=_--�mca=a=s-oc==tee=- TOP CHORD BOTTOM CHORD 7.8■ 4853 2-12- 589 WEBS 5-9= 1726 REACTIONS SIZE 1■ -2860 3.50 -2=-5399 -3■-4358 8-9. 4853 2-11--1036 6.9=-1036 40-4200 9-108 5091 3-11. 1726 6.8= 589 _ ••5=-4200 .-6=-4358 10-11■ 5091 11-12. 4853 4-11=-1062 4-10■ 825 .-7--5399 12-1= 4853 4 -9■ -1062 OI kTE OFFSETS (X■LEFT,YDTOP):10 0.5,3), 31, 261 12==0 "66�. 6-1-13 6-1-13 5X8 4X8 5X8 4 8 Ave G w so 3X6 4X8 10X10 4X8 3X6 8-0 13-6 19-0 23-3-15 1 27-0 I 3-8-1 4-3-15 5-6 5-6 4-3-15 3-8-1 5 HL TO PK:8-2-9 R HL TO PK :8-2-9 'jEFT HEIGHT:0-4-3 SPAN:27-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 _ 13ADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.366 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 10-11=0.439 BOT CHORD:2XB' No.1 GR DF -L' 30TT 0 7 LL.DEFL.Q10=0.10 < L/360 WEBS :2X4 STANDARD GR DF -L =m-----=c--.-..n-----_=w�=-= --=========_== =mc==c^==u======_===="==� ,3TR.INC.: LUMB c 1.15 PLATE 1.15 SPACING 24.0in. o. c. ZRPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 .oADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 54 7. 1= 150 MEMBERS NAILED TOG. W/1 ROW(S) OF .1310 in. NAILS 12 In. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 11 in. o.c(BOTT. CHS.) ror Webs use 1 ROW of NAILS 12 1n. a x . )EFLECTION(IN.) L.L■ 0.10,D.L-0.07,T.L1!0.17 PLATEARE MIEK M20-16,12 MANUFATUED FROM ASTM A 446 GRD A GLVNIZED STEL(XCEPT AS SHOWN ?LATESMUST BET INSTALLEDSON4EA. FACECOFR JOINT, SYMMETRICALLY(EXCEPTAASA SHOW!)DESEGNECONFORMS WINDS) DESIGA FCqQPN1 94 IHIS'DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUILDING ®EPARTMEW May -22. 1998 6.40PM MITEK INDUSTRIES INC. No -2496 P - 18/72 moo««ACES-32 Ver. 1 .1»»===_=====m- C 204074 ] _====_-====««MOSS»»=-======_ Cus>omer DEADMOND Thu May 21 13:49:08 1998 Project #: RH3029 Truss ID : C10 Quantity : 1 Family ## 324 Top Pitch 6/12 Span :'27-0 -BId(4/20/1998),vI.1===ac====-======-ea-========-a=======--acC==- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1.2-1573 7.8= 1393 2 -10■ -221 6-8s-221 1■ -1044 3.50 2 -3■ -1358 8-9m 1150 3-10=••23-1- _.7.? -104 3.50 1-4•-1282 4-5-1282 9-103 1150 10-10 1393 3.9. 200 4-9m-224 �RJGtiSS►O/;q 5-6=-1358 5-9= 200, 6.7■ -1573 5-8. 231 /c4' .ATE OFFSETS (X■LEFT,YsTOP)-.0 3=4,2.51,05=4,2.5),(j9=4,2I0 4 4-8-1 9-4-3 113-6 17-7-13 I 22-3-15 2 tofCAt. 4-8-1 42-8-1 4-1-13 4-1-13 4-8-1 4-8- 6X8 1X4 6X8 .3X4 5X8 3X4 8-0 I 13-6 I 19-0 I 27-0 8-0 5-6 5-8 8-0 06 HL TO PK:10-5-7 R. HL TO PK :10-5-7 -,EFT HEIGHT:0-4-3 SPAN:27-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 IJOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.205 TOP CHORD:2X4 No.l&Btr GR DF -•L rOP_ 20 7 BOTT 7-8=0.342 -BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.@9=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L 3TR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. 2EPETITIVE STRESSES USED NO. OF MEMBERS = 1 )EFLECTION(IN.) L.L■ 0.06,D.L=0.04,T.L=0.11 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ,LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC8O,TPI.91 PHIS DESIGN 'IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY , BUILDING DEPARTM� APPROVEID May -22. 1998 6:40PM MITEK INDUSTRIES INC. No .2496 P. 19/12 ==««ACES -32 Ver. 1 .1»»===_____@__ [ 204075 ] -==========««MOSS»» ========= Thu May 21 13:49:14^.1998 Customer DEADMOND Project #: RH3029 Truss ID CG Family # 3 4 Span 27-0 Quantity 3 -- Top Pitch -.- 62%12 - --- -.- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-19557 7-8=-16774 9.10. 15381 15.16= 17548 2-16= 2815 5-.13:: 2443 8-10= 55 1=-10552 3.84 2.3■ -16817 8-9=-17133 •10-11= 15381 16-1= 17548 2-15=-3241 5-'12=-1651 _. -2.=-7937- 3.50 3-4--14907 11-12■ 15003 3-15= 3820 6-12= 6541 4-5=-13289 12-13=.14206 3 -14■ -3685 7 -12■ -3644 ;y'/' S -6■ -13271 13-14= 14206 4-14m 6550 7.11. 3774 A'9 6.7=-14886 14-15. 15041 5-14=-1619 8-11=-483 -'s 'L, .ATE OFFSETS (X=LEFT,Y•TOP):(j11=3,27,()12=4,31,(}13=5,31,Ej14.4,3),(JIS-3,21,(J16■5,1.5), 4: 19-0 - -O 3-0 -1-3 3-4-13 3-4-13 -1-3 3-0 6112 418 6 X612 J^U VnV .nu ,vr.,v ..... ..- _.._ 19-0 5- -0 10-1-3 - - - - 5-0 3-0 -1-3 3-4-13 3-4-13 -1-3 3-0 5-0 57 L. HL.TO PK:11-3-8 R. HL TO PK :11-3-8 LEFT HEIGHT:0-4-3 'SPAN:27-0 RISE:5-8-11 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.537 TOP CHORD:2X4 No.I&Btr GR DF-�L TOP 30 7 BOTT 16-1=0.927 BOT CHORD:2X8 No.l GR DF -L BOTT 0 7 LL.DEFL.913=0.24 < L/360 WEBS :2X4 STANDARD GR DF -L �-Sly----.• -J--==e==--==D==�---=CG----. _m ----._=0-----__S G---.-�_�----.-G---� STR.INC.: LUMB =r1 15 PLATE -= 1.15 SPACING • 24.0 in. o. C. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 3 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM I. 9. 74 9.11. 14 11- le 718 CONCENTRATED 11. 2700 WEB: 4-14; 6.12 TO BE 2X4 No.1&Btr GR DF -L 3 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in, o.e.(TOP CHS.),AND 3 ROW(S) OF .131x3 in. NAIB=E. +('W. For Webs use 1 ROW of NAILS 12 In. C.C. MM''(� p PLATESTINARE(MITEKLM20-165`142LMANUFACTURED3FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) BU1L�"v `^ ��" ��� PLATE MUST 8E INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOVN)DESIGN CONFORMS W/NDS DESIGN �T I R.q THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECO)CONS E I/�i(�F.r6.�N✓E,pR. Mav-22. 1998 6:42PM MITEK INDUSTRIES INC. No.2496 P. 23/12 =««ACES -32 Ver. 1.j>>>>====-====[ 204079 ] ___========««MOSS>>>> ==a== Cu9omer Pro3ect #: DEADMOND RH3029 TrUSS ID : D8 Thu May 21 13:49:38 1998 Family # 3�4 Span 26-0 Quantity 1 Top Pi ch 6 12 =B(d(4/20/1998),v1.1mcC=23s==.="===============m"a====== -- TOP CHORD BOTTOM CHORD WEBS REACTIONS - S12E 1.2•-4164 7.8a 3712 2-12= 418 5-9= 1316 1■ -2321 3.50 '--3■-3481 8-9■ 3712 2 -11■ -673- 6-9=-673 -..-.7..72321- 3.50 ;-4--3107 9-10■ 3852 3-11= 1316 6-8= 418 _ '-5■-3107 10-11= 3852 4 -11■ -886 ;-6■-3481 11.12= 3712 4-10. 656 5-7=-4164 12-1■ 3712 ATE OFFSETS 4-9a-886 E• OGHG (X■LEFT,Y■TOP):()9x4,2],[)10=3,2],(j11.4,2), 3: -1 3-8-1 5-7-13 5-7-133- 5X10 3X8 5X10 3 4 6 t v I 2X4 5X8 7X6 5X8 2X4 3-8-1 7-4-3 13-0 t8-7-13 22-3-15 6-0 I 3-8-1 3-8-1 5-7-13 5-7-13 3-8-1 3-8-1 ti HL TO PK:8-2-9 R. HL TO PK :8-2-9 ,EFT HEIGHT:0-4-3 /SPAN:26-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 ,OARING (PSF� MAX STRESSES MINIMUM GRADE -OF LUMBER L TOP 3-4=0.673 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 9-10=0.955 BOT CHORD:2X6 No.l GR DF -L 'OTT 0 7 LL.DEFL.910=0.16 < L/360 WEBS :2X4 STANDARD GR DF-L -TR .IN 1 LUMB _--=a=----_---_��----------G------=axs--_------=6G-----•--G-----7 n 15 PLATE = 1.15 SPACING 24.0 in. o. c. ,.EPETITIVE STRESSES NOT USED NO. OF MEMBERS = )ADINO STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE !*d 1 1.15 1.15 UNIFORM 1- 7= 54 7- 1- 116 crLECTION k IN. L.L■ 0.16 D.L=0.11 1.L=0.27 LATES ARE MITEK 1420.165,142 MANUFACTURED FRa4 ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN MIT DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONS R. c May -22. 1998 6 42PM MITEK INDUSTRIES INC. N o . 2 4 9 6 P- 22/72 _« «ACES -32 Ver. 1.1» »___�___�_==L 204078 ]m=====s= Cuslromer DEADMOND Thu May 21 13:49:33 1998 Project #: DEADMO Truss -ID : D10 ...Family # 3 4 Span . 26-0 Quantity 1 Top Pitch 62/12 Bld(4/20/1998),x1.1==== TOP CHORD BOTTOM CHORD WEBS REACTIONS S12E APPROVED FOR MITEK INDUSTRIES INC. -2■-1480 6.7v 1311 2.8=-245 10-1010 3.50 -3s-1223 7.8= 1092 3.8- 227 __6■ -1010 3.50 14=-1092 8.1. 1311 3-7= 0 -5=-1223 4-7. 227 - QaUFESSrL�t�4 -6••1480 5-7m-245 tTE OFFSETS (XoLEFT,Y=TOP):()3=4,2,53,(J8=3,21, 4: 6X8 5X6 5X6 3X8 —a-4—.3 16-7-13 i 26-0' 9-4-3 7-3-10 9-4-3 4X6 HL TO PK:10-5-7 I R HL TO PK :10-5-7 ,EFT HEIGHT -0-4-3 �SPAN:26-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 -- .- ,OARING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.733 TOP CHORD:2X4 No.l&Btr GR DF -L ' OP 20 7 BOTT •8-1=0.387 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.@8=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L AC tEPETITIVELSTRESSES1. lUSEDPLATE = 1.15 NO. OFGMEMBERS inl o. C. iEB 3-7 BRACED. at 1/2 POINTS AS SHOWN ABOVE Iote:Use 1x4 or 20 Cont.Bracing eonn.W/2.8d nails,or T -brace of same size and grade as web conn, to narrow face w/10d nails 6 in. o.c 1EFLECTION(1N.) L.L■ 0.05,D.L=0.04,T.L=0.09 ,LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ,LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 'HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHiCH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. SUWE E WUN T BUILDING DEPARTMENT. 0 a May -22. 1998 6:41PM MITEK INDUSTRIES INC. Nu•2496 P - 21/]2 =««ACES -32 ver. 1.1»»=- -c== [ 204077===ac=== G<<<MOSSi»> _==__== Cus>romer DEADMOND Thu May 21 13:49:28 1998 Project #: RH3029 .Quantity I 'Top Pitch : 6/12 Span 26-0 B(d(4/20/1998).v1.1====m===- APPROVED FOR MITEK INDUSTRIES INC.TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE -2x-1452 6.7= 1288 2.9■ -256 1■ -1010 3.50 -3=-1261 7-8. 958- 3-9. 335 - 6--1010 3.50 -4=-968 8.9. 958 3.8■ 36 ;0EU0A -5■-1261 9-1= 1288 4-8n 36 •-6■-1452 4.7= 335 N F . 5-7--256 ATE OFFSETS (X=LEFTY=TOP): 1)3.4,2 4; a -0-I 6X8 6X8 3X4 5X6 3X4 .0 - 1 - - 8-0 5-0 5-0 8-0 4X6 L HL TO PK:12-8-4 R HL TO PK :12-8-4 LEFT HEIGHT:0-4-3 SPAN:26-0 RISE:6-4_3 -- RIGHT HEIGHT:0-4-3 --- '�_____________ -- LOADING• (PSFMAX - STRESSES MINIMUM =GRADE OF LUMBER � L TOP 1-2=0.294 TOP CHORD:2X4 No.l&Btr GR DF -.L TOP 20 7 BOTT 6-7=0.327 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.98=0.05 < L/360 WEBS :2X4 -STANDARD GRwDF-L -- ILST1.15 PLATE = 1.15 SPACING 4.0 o. c. REPETTIVERESSESUSEDO,FMEMBERS =1 DEFLECTIONO N.) L.L= 0.05,D.L.10.04,T.L■0.09 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JO.1 HT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY' BUILDING DEPARTMEIVy APPROVED May.22•-1995 6:41PM MITEK INDUSTRIES INC. No -2496 P. 20/72 =««ACES -32 Ver. 1.1»»=m=====____ 20.4076 'Thu May 21 13:49:23 1998 Customer : DEADMOND #: RH3029 Truss ID. : D _ Family # 104 Project 26-0Quantity : 2 Top Pitch 6/12 Span B(d(4/20/1998),vt.1-=c==:===c========----==_-��____�=====c= - REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD -2=-1382 BOTTOM CHORD 5.6=.1227 . WEBS 2 -7■ -293 1m-1010 3.50 '•3•-1202 6-7= 841 3-7. 438 --5=-1010 • 3.50 -40-1202 7-1= 1227 3-6■ 436 ,-5=-1382 4.6=-293 ATE OFFSETS (X=LEFT,T=TOP);(j7■3,21, 3: 6-9-4 6-2-12 6-2-12 4X4 4, c OF C 5x6 3x4 F 8-1 3 17-1-1 28-0 8-10-3 8-3-11 8-10-3 3X5 J. HL TO.PK:14-6-7 R. HL TO PK :14-6-7 DEFT HEIGHT:0-4-3 SPAN:26-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3 JOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.382 TOP CHORD:2X4 No.1&Btr GR DF -L COP 20 7 BOTT 7-1-0.388 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.@7=0.05 < L/360 WEBS :2X4 STANDARD_ GR-DF_L---- EILSTIEATE 1.15 FG1no. c. RPETTIVERESSESUSDNO.OMEMBERS i )EFLECTION(IN.) L.L= 0.05,D.L■O.04,T.L■0.09 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI.91 CHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUM1 BUILDING DEBARl'IWEW APPROVEO May -22. 1998 6:43PM MITEK INDUSTRIES INC. No.2496 P. 24/19' 4: 4-4-4 4-4-4 3-7-12 5-0 5-0 3-7-12 7)56 OF 3X8 lxa i Zx i c ... , . 2x4 WEDGE 4 4-4 8-0 1 13-0 1 18-0 1 21-7-12 26-0 4-4-4 3-7-12 5-0 5-0 3-7-12 4-4-4 (7 1 HL TO PK:14-6'-7 R. HL TO PK :14-6-7 SPARI N:26-0 SE:6-10-3 RIGHT HEIGHT:0-4-3 ,EFT HEIGHT:0-4-3 •=��=D6===7G__-RC_-aQ__-J-C---�Y�_-.--5'-__-.-7C------G :-.=00=�==R-==�=-J-C=--OC--- �OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.722 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 9-10-0.792 BOT CHORD:2X8 SS GR DF -L 80TT 0 7 LL.DEFL.@10=0.22 < L/360 WEBS :2X4 STANDARD GR DF -L _P..10__-"...7m=-=-JG=.�-B_ _-•J G_-.-•�6-_.-_m G_ _-.-�JQ-_-. _ �C__-. 'S G__ --G_- 9 C__ --J-_--. _6 _--7 _- _ 2EPETITIVELSTRESSES1NOTLUS.ED -1.15 NO. OFGMEMBERS int 0. C. OADING STRESS INCREASE LOADING PANEL(PLF) / JOIHTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 54 7- 9= 14 9- 1n 558 CONCENTRATED 9. 2700 4EB: 4-10 TO BE 20 No.18Btr GR DF -L 2 MEMBERS NAILED T00, W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 2 ROW(S) OF .1310 1n. NAILS 4 in. c.c(BOTT. CHS.) For Webs use 1 ROU o4 NAILS 12 In. o.e. ppEVEM\/VBVINW DEFLECTION(IN.) L.L- 0.22,D.L=0.15,T.L=0.37 PLATES PLATESMUST BET INSTALLED5ON4EA. FACECOFRJOINT,SYMMETRICALLY(EXCEPTAASASHOWN)DESIGNNIZED EGONFORMS W/I i�s �1� ,1tf141 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 15 ALWAYS REOD)CONSULT BLDG ARCHITECT ORWGINEER.. APPROVED 204080 _« «ACES -3 DEADMOND-1 » »='G== -===m[ Thu May 21 13:49:46 1998 CusiProject Project #: RH-0. Truss ID DG Family Pitch P 6)012 Span 8ld(4/20/1998),v1.1 26-0 Quantity _ - 2 REACTIONS SIZE TOP CHORD BOTTOM CHORD 7 8= 12200 2-12. 2182 WEBS 5-9= 4332 1■ -8029 4,29 2=-1526T -3■-12696 8-9■ 12200 2.11■ -.2684 6.9=-430 —7-6.24fL 3,50 .-4■-9222 9.10. 11826 3-11. 3732 6-3= 55 .-5=-9222 10-11= 11355 11.12= 13692 3.10=-3933 4-10= 7979 R Q NG -6=-13221 .-7■-13581 12-1. 13692 5.10■ -4528 J kTE OFFSETS (X■LEFT,Y■TOP):(13=4,23,[)4=3,2),(15°3,21,(19,4,43,E110■6,5],(111.3,2],[112=5,1.5], a 4: 4-4-4 4-4-4 3-7-12 5-0 5-0 3-7-12 7)56 OF 3X8 lxa i Zx i c ... , . 2x4 WEDGE 4 4-4 8-0 1 13-0 1 18-0 1 21-7-12 26-0 4-4-4 3-7-12 5-0 5-0 3-7-12 4-4-4 (7 1 HL TO PK:14-6'-7 R. HL TO PK :14-6-7 SPARI N:26-0 SE:6-10-3 RIGHT HEIGHT:0-4-3 ,EFT HEIGHT:0-4-3 •=��=D6===7G__-RC_-aQ__-J-C---�Y�_-.--5'-__-.-7C------G :-.=00=�==R-==�=-J-C=--OC--- �OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.722 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 9-10-0.792 BOT CHORD:2X8 SS GR DF -L 80TT 0 7 LL.DEFL.@10=0.22 < L/360 WEBS :2X4 STANDARD GR DF -L _P..10__-"...7m=-=-JG=.�-B_ _-•J G_-.-•�6-_.-_m G_ _-.-�JQ-_-. _ �C__-. 'S G__ --G_- 9 C__ --J-_--. _6 _--7 _- _ 2EPETITIVELSTRESSES1NOTLUS.ED -1.15 NO. OFGMEMBERS int 0. C. OADING STRESS INCREASE LOADING PANEL(PLF) / JOIHTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 54 7- 9= 14 9- 1n 558 CONCENTRATED 9. 2700 4EB: 4-10 TO BE 20 No.18Btr GR DF -L 2 MEMBERS NAILED T00, W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 2 ROW(S) OF .1310 1n. NAILS 4 in. c.c(BOTT. CHS.) For Webs use 1 ROU o4 NAILS 12 In. o.e. ppEVEM\/VBVINW DEFLECTION(IN.) L.L- 0.22,D.L=0.15,T.L=0.37 PLATES PLATESMUST BET INSTALLED5ON4EA. FACECOFRJOINT,SYMMETRICALLY(EXCEPTAASASHOWN)DESIGNNIZED EGONFORMS W/I i�s �1� ,1tf141 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 15 ALWAYS REOD)CONSULT BLDG ARCHITECT ORWGINEER.. APPROVED My-22. 1998- 6:48PM MITEK INDUSTRIES INC, No•2496 P- 3 6/7 2 'a««ACES-32 A Ver I. -I>>>>= -w==== L 204092 ] =====--====««MOSS»»========= CueGomer DEADMOND. Thu May 21 13:50:16-1998 Project #: RH3029 Truss ID K6A Family # : 33 Span 10-0 Quantity 1 Top Pitch : 6312 =Bld(4/20/1998),vl,lcce=sc�o�so=cc=ns�cccc===s�ccc===m�accoc=n�axc_--.-=s�vc�-=cmc =mac= TOP CHORD BOTTOM CHORD WEBS REACTIONS • S12E APPROVED FOR MITEK INDUSTRIES INC. 1.2=-262 4.1■ 232 2 -4■ -271 1--466 3.50 ,.35 0 __4--330 . 3.50 _._... — S'-4=-122 L) s u hanger. 10-0 10-0 3X4 HL TO PK:5-11-12 ,EFT HEIGHT:0-4-3 SPAN:10-0 RISE:3-9-12 RIGHT HEIGHT:3-0-4 OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.251 TOP CHORD:2X4 No.I&Btr GR DF -L IOP 20 7 BOTT 4-10.314 BOT CHORD:2X4 No.l&Btr GR DF -L OTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L •cmc===--=ecc-�=vmc--�==am=__�_==SOC=====aOC===�==)DY= ���=40=-=-�==D®==�--.=�C=-==�� TR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING . 24.0 in. o. C. .EPETITIVE STRESSES USED NO. OF MEMBERS - 1 ?FLECTION(IN.) L.L= 0.00,D.L=0.00,T.L=0.00 LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST- BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. ftm APPH `, MaY•22, 1998 6:47PM MITEK INDUSTRIES INC. N o . 2 4 9 6 P. 35/72 :=««ACES -32 Ver. 204091 J == -========««MOSS»»===.====_ Customer : DEADMOND Thu May 21 13:50:14 1998 Project #: RH3029 Truss ID K6 Family ## 323 Span : 10-0 Quantity 2 Top Pitch 6/12 -Bld(4/20/1998),V1. aav=cccC===�macc=== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. '-2■-262 4 .•3= 0 t=4=-122 3 10-0 10-0 UI) 7 7 `e hanger. 3X4 HL TO PK:5-11-12 EFT HEIGHT:0-4-3 SPAN:10-0 RISE:3-4-3 RIGHT HEIGHT:3-0-4 OADING (PSF) yMAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.251 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 4-10.314 BOT CHORD:2X4 No.l&Btr GR DF -L OTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L N=1N=C.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. EPETITIVE STRESSES USED NO. OF MEMBERS = 1 '.FLECTION(IN.) l.L■ 0.00,D.L=0.00,T.1.4.00 .RTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) .ATE MUST BE INSTALLED ON EA. FACE OF JOINT, STMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 (IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR_EN3INEER. BUIL 8ME COUNTY BUIL G DEPART m ?' P�, May -22. 1998 6:47PM MITEK INDUSTRIES INC. No,2496 P. 34/72 ;==««ACES -32 Ver. 1-1>>>>=--======[ 204090 ] a====a=====««MOSS»»========= Cus>omer : DEADMOND Thu May 21 13:50:11 1998 Project #: RH3029 Truss ID K4 Family # : 3 3 Span : 10-0 Quantity 2 Top Pitch .62%12 •=Bld(4/20/1998),v1.1==============-= ======== == ==c— o0 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2■470 4-1= 325 2 -4■ -337 1=-466 3.50 2-3. 0 _.. C=-330 3.5.0 3-4-176 a.•.� 3 10-0 10-0 HL TO PK:3-8-15 hanger. 3X4 jEFT HEIGHT:0-4-3 SPAN:10-0 RISE:2-4-3 RIGHT HEIGHT:2-0-4 GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L ' TOP 2-3=0.463 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 4-1-0.327 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L 3TR INC.: LUMB - 1.15 PLATE = 1.15 SPACING • 24,0 in. ZEPETITIVE STRESSES USED o NO. OF MEMBERS = 1 c-. -EFLECTION(IN.) L.L■ 0.00,D.L=O.00,T.L=0.00 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH 1S ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE (;UUMry %,,- BWLDgV(3 DEP/1RTMM APPROVED May -22- •1998 6:46PM MITEK INDUSTRIES INC. No,2496 P. 33/12 -««ACES-32 Ver 1 .1»»===amII=== [ 204089 I=--=— �=««MOSS»»a======== Cuss omen : DEADMOND Thu May 21 13:50:09 1998 Project #: RH3029 Truss ID : K2 Family # 323 Span : 10-0 - Quantity : 2 -_^ Top Pitch 6/12 =BId(4/20/1998),v1.1a===a==�m=c_�aa==_=arc===amc=o-a�v= csom=====aa�a===amacca3m TOP CHORD BOTTOM CHORD REBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2-443 4-1. 379 2 -4■ -380 1=-466 3.50 a-3= 0 _.6e-330 • 3.50 _._... 3-4=-230 3X4 0-0 10-0 Connect truss with Simpson .1-..j 5 'L(/ to girder or equal hanger. 3X4 L. HL TO PK:1-6-1 LEFT HEIGHT:0-4-3 SPAN:10-0 RISE:1-4-3 RIGHT HEIGHT:1-0-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.783 TOP CHORD:2X4 No.1&Btr GR DF -L IOP 20 7 BOTT 4-1-0.335 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L m----�G__-..--_-_�_7-__-7�-__.-__aG----..-_aG___.-._�G___-.-as_--___3...____--_____'-]G_..._� STR-.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED. NO. OF MEMBERS = 1 WEB 2-4 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Uee 1x4 or 20 Cont.Brecing conn.w/2-Bd neits,or T -brace of same size and grade as web conn. to narrow face v/10d neils 6 in. o.c OEFLECTION(IN.) L.L= 0.00,D.L=0.0O,T.L=0,00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM.A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALL•Y(EXCEPT AS SHOWN)DESIGH CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHiCH IS ALWAYS REoD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTS COUAI11f BUILDING DEP'AFTiMEIN'�� May -22. 1998 6:46PM MITEK INDUSTRIES INC. N o , 2 4 9 6 P- 32/72 _««ACES -32 Ver 1.1»»__=___�___= f 204088 1 =____ -=====««MOSS>> a=== CUB Omer : DEADMOND Thu May 21 13:50:07 1998 Pro3ect #: RH3029 Truss ID S8 Family # 205 Span 2-0 Quantity- 1 -- - Top Pitch 6/12 =B1d(4/20/1998),v1.1�===�====sc====�_---==g==--=��__--_�¢===—=nsa=— TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3-1= 0 1■ -194 3.50 2-3. 0 --3=-12 3.50. 2c-454 1.50 y 2-0 1 2-0 G. HL TO PK:2-2-13 fjEFT HEIGHT:0-4-3 SPAN: 2-0 RISE:4-4-3 RIGHT HEIGHT:1-4_3 - =3pS---�Q---.=i---_�O'---•--SO----_10-----_��----.=flG-----J�6---•..-SSG---._-C.--.-.-7-- GOADING (PSF) MAX STRESSES MINIMUM GRADE .OF LUMBER L D TOP 1-2=0.032 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 3-1-0.008 BOT.CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L -- STR.INC.: LUMB = 1.15 PLATE -= 1.15 - SPACING • 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 OEFLECTION(IN.) L.L= 0.00,D.L=0.00,T.L=0.00 NOTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESION CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-•91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. G' ! .BILA May -22. 1998 6:46PM MITEK INDUSTRIES INC. No,2496 P. 31/12 =«4<ACES-32 Ver, 1.1»»=,=__�_ [ 204081 ] __ ====<c«MOSS»»======a== Cue Omer : DEADMOND Thu May 21 13:50:05 1998 ProMt #: RH3029 Truss ID i S6 Family # : 205 Span 2-0 Quantity 7 Top Pitch : 6/12 =BLd(4/20/1998),v1.1=====-v�=ca==mcc===owacc====.cc===Baa==c=�vmccC�==ev=co-=a=c==ac._ TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2. 0 3-1. 0 10-196 3.50 2-3■ 0 —3■ -12 3.50. 2■ -318 1.50 Connect truss With Simpson (.. 114 girder equal hanger. HL TO PK:2-2-13 DEFT HEIGHT:0-4-3 SPAN:2-0 RISE:3-4-3 RIGHT HEIGHT:1-4-3 wc�awac7a�cc==�c�====ws==c�===occ====mac=c==.ac•=c==�acc=====�c=====�c====�_=_- GOADc= IN=G P=SF=. MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.032 TOP CHORD:2X4 No.1&Btr GR DF -L COP 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 No.l&Btr GR DF -L 3OTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L .3TR.INC.: LUMB 1.15 PLATE = 1.15 SPACING • 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 )EFLECTION(IN.) L.L= 0,00,D.L=D.00,T.L=0.00 'TOTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY( EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-IC8O,TPI-91 (HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND' TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY BUILDING DEPARTMENT AP�'R0VED May -22. 1998 6:45PM MITEK INDUSTRIES INC. No.2496 P. 30/72 =<c«ACES-32 Ver- 1 I .1» »_�_______�_� 204086 J========_==<<«MOSS» >>=__===_== Omer : DEVerThu May 21 13:50:03 1998 Cu < Pro ect #: DEADMO Truss ID S4 Family # 205 Span 2-0 - Quantity 7 - Top Pitch^ 6/12 x8Ld(4/20/1998),v1.1 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3.1■ 0 1=-194 3.50 -30 0 _ 3=-12 3.50 2=-182 1.50 �gGti ,2-0 -0 ,2-0 r ' 2-0 2-0 truss to girder 11pson or equal i -- --- ----- hanger. ;. HL TO PK:2-2-13 DEFT HEIGHT -0-4-3 SPAN:2-0 RISE.2-4-3 RIGHT HEIGHT:1_4-3 =S==="====aa=_.=!3===M7c=--..=Sa==========_=====_a----"..10---._mG=C-=moo=== =c========= GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.032 TOP CHORD:2X4 No.l&Btr GR DF -L rop 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 No.1&Btr GR DF -L 30TT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF-L 3TR.INC.: LUMB 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 )EFLECTION(IN.) L.Lc 0.00,D,L=O.00,T,L=0.00 ?LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 rHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. BUILDING DEPARTMEW 'Mav,22-. 1998 6:43PM _ MITEK INDUSTRIES INC. No•2496 P. 25/72 =<<«ACES -32 Ver. 1 .1»»==--==—== ( 204081 ] n-.-=====<<<<MOSS>>>>a======== Customer : DEADMOND Thu May 21 13:49:52 1998 Truse ID : J Family ## 201 Pro3ect #: RH3029 Span 8-0 Quantity 41 _ Top Pitch 6/12 Bld(A/20/1998),v1.1-==ea==as=c=n=a==n==Dean==Tem==ovmnc=en�c__c-ec==-a-ccee-e=eee=eem TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 2. 0 3-1t, 0 1■ -398 3.50 —3=-262 . 3.50. Connect truss with Simpson I 5.2�c/- 3X4 8-0 r 8-0 to girder or equal hanger. HL.TO PK:8-11-5 ,EFT HEIGHT:0-4-3 SPAN:8-0 RISE:4-4-3 RIGHT HEIGHT:4-4-3 GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.681. TOP CHORD:2X4 No.1&Btr GR DF -L 'OP 20 7 BOTT 3-1=0. 77 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL. < L�360 WEBS :2X4 STANDARD GR DF -L •ec=••ea=�-ee==e --=a=�-=m=- =eco==e=c===c.a. ce_ 'TR -.INC.: LUMB = 1 15 PLATE a 1.15 SPACING • 24.0 in. o. c. tEPETITIVE STRESSES USED NO. OF MEMBERS = 1 ,EFLECTION(1N.) L.L= 0.00,D.L=O.00,T.L=0.00 'LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA, FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, U3C-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BLrrTE COUNTY BUILDING DEPARTMEW May -22. 1998 6:45PM MITEK INDUSTRIES INC, No,2496 P. 28/12 :=<<«ACES -32 Ver 1 .1»»=======a=== [ 204084 ] ===--===--=««MOSS»»========= Cus>omer : DEADMOND #: RH3029 Trues ID J6. Thu May 21 13:49:59 1998 Family # 323 Project Q(4 o Quantity 6 Top Pitch -Bldd20/1998),vi.1= ^_.� ====ma=___= =:= === ======= =======ac=c=am TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. I -Z■ -146 4-1w 129 2-4=-191 1■ -398 3.50 �-3= 0 --4■-262 . 3.50 _._ .. S•4a-68 __ hanger. 3X4 8-0 �— 8-0 ,. HL TO PK:5-11-12 DEFT HEIGHT:0-4-3 SPAN:8-0 RISE:3-4-3 RIGHT HEIGHT:3-0-4 j0ADING (PSFZ MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-20.240 TOP CHORD:2X4 No.l&Btr GR DF -L 10TT .0 7 LLTDEFL @00100 < L/360 WEBSCHORD.:2X4 STANDARD GR DF -L ;TR INC.: LUMB 1.15 PLATE = 1.15 ^SPACING • 24.0 in, o. C. ?EPETITIVE STRESSES USED NO. OF MEMBERS = 1 EFLECTION(IN.) L.L= 0.00,D.L=0.0O,T.L=0.00 LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT 09 ENGINEER. Bu1TE COUNt1P BUILDING DEPARTMENT APPROVED May -22- 1998 6:44PM MITEK INDUSTRIES INC. No,2496 P. 21/12 4c«ACES-32 Ver. 1.1 » »=s-=====s==� 204083 CUES omer DEADMOND Thu May 21 13:49:57 1998 PMect # : RH3029 Truss ID J4 Family ## 323 Span 8-0 Quantity- 6 _- Top Patch 6/12 =Bid(4/20/1998)'vj.1�-===�==�emaoc-m=====em¢=-�a-===_- ==.==_ ===========m.s=========c== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SiZE APPROVED FOR MITEK INDUSTRIES INC, 1.2-256 4-1= 225 2-4=-241 1•-398 3.50 2-3= 0 — 4■ -262 3.50 3.4=-122 a _�tDic 3 8-0 8-0 hanger. 3X4 L. HL TO PK:3-8-15 r,EFT HEIGHT:0-4-3 SPAN:6-0 RISE:2-4-3 RIGHT HEIGHT:2-0-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.251 TOP CHORD:2X4 No.l&Btr GR DF -L rOP 20 7 BOTT 4-1=0.209 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT .0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC LUMB 1.15 PLATE = 1.15 -SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 )EFLECTION(TN.) L.L= O.0O,D.L=0.0O,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGH CONFORMS WADS DESIGN SPECS, UBC-IC8O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. WU B1116BNVQ DEPApTtigEN1 APPROVED laY•22. 1998 6:45PM MITEK INDUSTRIES INC. No•2496 P. 29/72 -« «ACES -32 Ver. l.i » >%= ===a.[ 204085 lm'm===='Thu<Ma<M221S13:50 02 1998 Customer : DEADMOND y Project #. RH3029 Truss ID S2 Family ## 205 Span : 2-0 - Quantity 7 Top Pitch 6/12 ^ %B1d(4/20/1998),v1.1 =asccC =vocc =v�cc evv�c ==cc TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. -2= 0 3-1= 0 1=-194 3.50 •-39 0 —3=-12 3.50. _.._... — 2=-46 1.50 ,2-0 2-0 2-0 2-0 2-0 Connect truss to girder with Simpson or equal L - k) 'z- --- hanger. ,. HL TO PK:2-2-13 ' ,EFT HEIGHT:0-4-3 SPAN: 2-0 RISE: 1-4-3 RIGHT HEIGHT.1-4-3 - a GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.032 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 No.1&Btr GR DF -L iOTT 0 7. LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L ;TR.INC.': LUMB 1.15 PLATE u=^1.15 SPACING : 24.0 in. o. c. ,EPETITIVE STRESSES USED N0. OF MEMBERS = 1 EFLECTION(IN.) L.L= O.00$D.L=0.0O,T.L'0.00 IATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. SUI1.D►NG DEPgqTM�. May-22. 1998 6:44PM MITEK INDUSTRIES INC. No.2496 P. 26/12 -=« «ACES-32 Ver. 1.1» >>======�--==( 204082 )====as--- ==<<<<MOSS>> Thu May 21 >>========= 13:49:54 1998 Cue omer : DEADMOND PrMct #: RH3029 Truss ID J2 Family # 323 Span : 8-0 Quantity 6 Top Pitch 6/12 =Btd(4/20/1998),v1.1ac===-=======sM=======MM-- =====eaoaGc=====a==MM=======M-=G====c= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2■-339 4-1= 290 2-4■-291 1-398 3.50 2-3■ 0 _. 4--262 3.50 _._ .. 3-4.176 3X4 I At Connect truss to girder with Simpson or equal a hanger. 3X4 8-0 , 8-0 L. HL TO PK':1-6-1 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:1-4-3 RIGHT HEIGHT:1-0-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.463 TOP CHORD:2X4 No.l&Bt:r GR DF -L TOP 20 7 BOTT 4-1=0.218 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L _�-INC. .15 LUMS PLATE = 1.15 ��7C- STR = 1^SPACING -^24 0 in o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.La 0.0O,D.L•O.00,T.La0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGH CONFORMS WADS DESIGN SPECS, USC-ICBD,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. eUri� (�ouHry QUI6DINQ DEPARTMEN�� APPROVED n MiTeke January 15, 1998 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX 1916) 631 8225 . TELEPHONE 19161 631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincer aQaGFktC .� QONG YG Redo. 7� Chief i er Western ' goof c�a.�F°a MOSS LUMBER TRUSS DEPT.' PROVIDE 2X4 DF LATERAL BRAGING ROOF SHEETING PER PLANS W/3 8d TO BLOGK BOTTOM 2X BLOGKING NOT REQ"D TOP TYP. EVERY 16"-0'. W/ CONT. LAT. BRGG. PKEMANUFAGTURED 2X BLOCKING W/ TKU55E5 a 24' O.G. 4 8d TO DBL. TO BEARING WALL DBL TOP PLATE 2X 5TUD5 0 16' O.G. TYP. U. N. O. 2X DBL TOP PLATES. NOTE BRAGING TO PREVENT ROTATION LATERAL MOVEMENT IN AGGORDANGE W/ UBG SEG. 2326.12.8 NOT TO BE USED FOR HOIZONTAL, OR VEKTIGLE 5HEAK TRANSFER LATERAL BRACING DETAIL, STANDARD GABLE END DETAIL. WIND SPEED 70 MPH, MEAN WALL. HEIGHT 15 FT. NOTES TOP CHORD MAY BE NOTCHED FOR 2X1 OUTLOOKFRS * DIAZONAL OR L- BRA CING INSTALLED FLATWISE ® se' O.C-MIN. ON GABLE END WITH VERTICALS ®.1S O.C. MAX WITH NO VERTICAL REQUIRED UNDEF REFER TO TABLE BELO�INOTCH. TOP CHORD MAYBE NOTCHED ONLY DIRECTLY OVER STUDS EXCEED 16- O.C. GABLE END MUST BE FULLY SHEATHED 4X4 ON ONE FACE OR CONTINUOUS 2X4 rn OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS 3 7YP. �EXCEEO O O.C. AND A STUD DOES NOT FALL UNDER EACH NOTCFl CONVECT SCAB WITH 1AOW OF tOD COMMON WIRE 14 NAILS SPACED AT 17 O.C. MAX THE MAX OUTLOOKER LENG IS1e-. 12 \� VARIES TO 0 0 Aar04 A 11 A CONT. BEARING. - 3X6 SPL. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X9'L-BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD i SECTION A -A. 7 (� TRUSSES AT 24' O.C. /2' PLYW000 SHEATAINO wo 0 TLOOKERS '-3" MAX. 77lmktayz!o`.apt. (cv j{ool�r:` =Zc4 SS '24"0.1. 4 LATER) 4CING AS END WALL >L FURRING STRIP OR LATH A �;tC- FOK 5Gl`-f'�OK ex'Aa .e Gogo LATERAL BRACING NAILING SCHEOULE. VERT. HEIGHT. 0 NAIL AT Q END UP TO 7'-0' 2 - 16d 7'-8 - 8'-8' 3 - 16d OVER 8'-6' 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 11-3-12 to-t-lt 15 INCH 'O.C. 5-1-0 12-11-12 9-5-8 24 INCH O.C. 4-5-t ItI-f-7 B -e-3 NOTE: URNISH COPT OF THIS DRAWING TOCOHTRACTOR INERT3. FURNISH HAD BEEN CHECKED FOR 98 MPH WIND LOAD, FOR BRACING IOF THIS DR MEAN WALL HEIGHT OF 15 FT, AND L/240 DEFL CRIT. IOR 2,COtNECTION BETWEEN BOTTOM CHORD OF CABLE END 4.BRACINO SHOWN IS FOR IDUAL TRUSS ONLT. BLDG. ARCHIT �T ENGINEER FOR TRUSS AND WALL TO BE PROvIDEJ BY PROJECT ENGINEER TOEiPORARYY AND P RMAN NT ACING 0 ROOF SYS OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR. t 25.y T.C. 2X4 No.1 91 OF -L TPI -95 Crit, I TOP 28 1 DRAWN BY 1 J8 B.C. 2X4 No.1 91 DF -L UBC -94 BOTTOM 8 18 CHECKED BY t JAI WebS 2X4 STUD OF -L SPACINGi 24 Inch O.C. REP. STRESS YES a¢n.e ��.lv -Las-s 0.11^.4 'Ze51�r C�� To t•ea Yc.F ��•� p;�vl�D �{� , � � 02 c�-I,LgTZ �1W/�TZ 12��IS-rl �•7G MbT61:Z1�- l� �E.4C1 �ST1= TG ►2EScSr ISd PLP Ib l.rre��lGp-f'o ora= �1�F= ��uccb rl(�+4.T?-mac hrTAcsev 113 DGGG ¢ DG.�i�l_ W ITLi t LLG—T2L��Ir ZS— ) dnJ fj ��SS IS Go r�+r cTG—J7 �d LpNT. r�2G�. WAI.t_. t: -_TZ tc-O F�.F.Go�.w�twCT�o�I r' crt11E2t� A WARNING - Verify design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based any upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of _ _•- component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSS -89 Bracing SpecNicatlon, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. OnofAo Drive, Madison, WI 63719 W 1 � i898 QQpFESSIpf, N Iyo. oa 9 EXP 9-30-00 s�CIVIL gIEOF CAL\Fptz 0 J%, This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilitv of the installer(builder. buildino contractor. licensed contractor erectoror erection contractor) to property receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structu raI material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection 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. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. 'A TRUSS` PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. .' TRUSS"STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be E 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. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fir RA` 2�i@,ZQ Diagonal brace also required on end verticals. 0 12 -�3or 9 greater � Q\ AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth D(in) Lesser of D/50 or 2" Maximum —Plumb Misplacement Line 1 ±'/i' L(in) L(m) U200 L(ft) 50° 11411 12" 1/4" 11 24" 1/2" 2' 36" 3/4" 3' 48" i 1" 4' 60" 1 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' 1 ±'/i' L(in) L(m) U200 L(ft) 50° 11411 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lessee of U200 or 2" All lateral braces lapped at least 2 trusses. BOW L(in) Lesser of L/200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 200" 1 " 16.7' 280" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 Tag L'ne WARNING: Do not attach cF-bles, chains, or WARNING: 3onatlift single trusses witl>spans hooks to tie web members. greater than 30' by tha peak. /610*61 ess so INSTALLATION j or less _....... . r Approximately QApproxinately Tag '/z truss length % truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Sti-.)ngb3ck/ Spreader Bar attachment utilizing materials such as 3laeaderBal 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 {� '!: to Y3 truss len th truss are securely fastened and tempo - Less than or equal to 60' rary bracing is installed: o Tag Line Tag End Wall Line Strongbadkf 10' 10' Spreader Bar Sreader6 F / l ®eckng Toe In Toe In At or above �__ mid -height I Approxinately Approximately �_ i�, to a truss length u2 to 31) truss len th . Less -.han or equal to 60' Tag T Line Line f Greater ti -an 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for tha installation of trusses with similar configurations. Consult a registered professional e-Iginesr if a cifferent bracing arrangement fls desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing cf Netel Platte Connectea Wood Trusses, DSB-89, and in some cases determine that a wider spacing is poss•'ble. trues of braced up d trusses d brace (EB) ` Grounbrace !y IateraF(L�B brace 4 �\ \ Ground brae1e d i a ala (GBp) Note: 2nd,: r,system shall have adeq ee cpacity to support ground floor I Top Chord Ground brace diagonals (GBp) Ground brace vertical (GBy) Backup ground stake A j Givr tat floor grog A dalea CAUTION: Ground bracing required for al instaillatiois. Frame 2 Typical vertical End Wall attachment F laa \ � ®eckng i' @roved Brace Wrticals (GBy) r � Grburc�'a brace ° :+ lateral ILBW tErc bra L Strut '-\}�" (S>) IV Typical horizontal tie neabee .vir b multiple sUkee (HT) d rues of bra r'ec oup of truaae a (EB) ( i l� DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 1b L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2X6 PARALLEL ' TOP CHORD CHORD, TRUSS TOP CHORD DIAGONALBRACE � MINIMUM LATERAL BRACE SPACING (DBs) SPAN DEPTH : SFACING(Ll3s) #trusses .:: togetherand cause collapse if there isno diago- Up to 32' 30" 8' 16 10 Over 32'- 48' 42' 6' 6 4 Over 48'- 60' 48" 1 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 1b L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. '0 20'(tue ses 2 `eso All lateral 01 g braces lapped at least two trusses ° 5 =4 End diagonals are esse�iat for stability and must be duplionted on both ends of the truss system. a 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 isno diago- nal brae n% Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 30" or greater Continuous Top Chord —\ Lateral Brace Required 10° or Greater I Attachment 15 Il Required _IIA it ,11,05' asses 2' O.C. / + 31/211 J i / Trusses must have lum- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two _ trusses. =450 1 End diagonals are essential for stability and must be dU`plicate4 duplicateon both ends of the truss system. Frame 5 2x4/2X6 PARALLEL ' Continuous CHORD, TRUSS Top Chord Lateral Braci Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno 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. Attachmer Required '0 20'(tue ses 2 `eso All lateral 01 g braces lapped at least two trusses ° 5 =4 End diagonals are esse�iat for stability and must be duplionted on both ends of the truss system. a 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 isno diago- nal brae n% Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 30" or greater Continuous Top Chord —\ Lateral Brace Required 10° or Greater I Attachment 15 Il Required _IIA it ,11,05' asses 2' O.C. / + 31/211 J i / Trusses must have lum- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two _ trusses. =450 1 End diagonals are essential for stability and must be dU`plicate4 duplicateon both ends of the truss system. Frame 5 Top dhardethat are laterally braced anbuckle togetherand cause collapse if There bmo diago- nalb acing. Diagonalbracinglntux Mbenailed to the uoderaide of the top chard when purlins are ddazhed to the topaide of the top chord. 1_ WIN 11 Over 32'- 48' 1 4/12 6' 1 10 1 7 11 Over 48'- 60' 1 4/12 5'1 6 14 Over 60'1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -F Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required it x¢es " 52 0 ` =45 S l � I' PITCHED TRUSS � WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A v Over 28'- 42' 1 3.0 6' 1 9 1 6 Over 42'- 60'1-3.0 5' 1 S 1 3 Over60' - See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chorj Lateral Brace All lateral braces Required lapped at least 2 trusses. W or Greater / h Attachment Required ��ess L Or Frame 3 12 5 4' ryas ey�4 Top chordethatare laterally braced can buckle y5 QQ� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 --� 4 or greater A& : Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Fir -Larch SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A jo r Permanent oSSP ?o. ' continuous 'p, lateral bracing as specified by the truss engineering. M Frame 4 =45° L�5 Cross bracing repeated at each end of the building and at 20' intervals. 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