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039-240-096
3 039-240-094 G%lp PERMIT#95-3108 MAGERS, Mark )d, (- Turner Ln., Chico New Single Family / YJ 039-240-&'ih %p PERMIT#96-1101 MAGERS, Mark & Mary 9256 Turner L.Po Durham,4,11 Cont; Adonis Pool`New Pri Swimming Pool 039-240-096 B11-0592 9256 Turner Lane, Durham Cont: Sheraton Services Inc. CARPORTSTRUCTURE man ned y I A S1 ENTIAL (039-240-094 PERMIT#96-1101 MAGERS, Mark & Mary 19256 Turner Ln., Durham jCont; Adonis Pools iNew Pri Swimming Pool A V t. JOB FINALED (Date) Signature V=OK 0 = Not OK '=Nott ReadApply MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ PL"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector — 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 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.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS ans OK except #'s et ks-Easements oilsL�,ompaction-Structure Stability ,4-Iro-ol Structure; Steel -Connections -Thickness Dead Men -Linin Receptacles and Lighting, Distance-GFI lec.:__Ppol Lighting; 15 Volts-GFI ec_- eAd_ures; Conduit Entries -Terminals -Listed ec. ding; Metal w/6 -Circulating Equip. -Heater J§oOETec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 1--3• Health_Dgpartment Approval 1 umb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) - =- ' Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. -Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; `Soils -Elea Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection -------------------------------------------------- ------ 18. D.W.V.: Test -Fittings & Anchor -Nail Protection -------------------------------------------------- - -- --- 19. Shower Pan: Test. First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access- - 21. Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B-1Date Card B-1 ------------------------------ ------------- -- -- ---------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ------------ --------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled --------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. - --..------------------------------------------------ 26. Equip Ground made up wrMech. Fastners-Bond Gas & Water ------------`-------------- --------------- ------ - ----- -------- ------- -- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI -----------------------------------------..._....... - 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At ------------------------------------------------------------ . ----- ------..... .. 29. Range Circ r , ga. Cu or AI -Oven Circ. / r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------- ------------- -- 30. Service -Riser Conductors & Ground -Main Disconnect -------------- ---- ----- . -----.... .............. ....... .. 31. Equip Clearances Panels-Motors-Mech. Equip. - - - - -_ -- ------------------........ ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------ --------- 33. Smoke Detector --- - Date - ----- - - - - - _.._.............. ........ ..... _ ........ .. Card B-1 Date Card B-1 ----------- . ............. . ................. ... ......... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL.(Permit) OK except #'s - ------------------------------------------------------------ 34. A.C. Ducts Insulation & Support.......... ... --------- 35. Vent Fan: Exhaust above insulation - ------------- -_. _ --- ------ ......... ... ... ... .. 36. Condensate Drain & Overflow: Sze & Grade - ...................... 37. Fuman ce-Vent: .Access -Comb. Air -Return Air Vent -115 outlet ....... .. ...... ... .. 38 Attic Access & Platform if Furnance in Attic ........ ........ ------ -------- Date .............. --- .. ..... .. ... .. Card B-1 Date Card B-1 -- . - ....... ........ .... .. .. _.. . Date Card B-1 . . Date Card B-1 Date FRAMING (Plans) OK except #'s . .... ... 39. S Is. Proper Material & Anchors ... ... ... ........... ... ... ... .. .. ... 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound _.. ... ................... ...... .. --. 41. Bearing Walls over Girders & Floor Nailing . ... ........... .._ ................... . . .. .... 42. Draft Stop in Walls (rat proof) ....... --. ... ... ..... ..... _.. ... - 43. Fire Stops: Furred Ceilings -Stags -Chases -Tub -. _.. . .. ... ... .. 44. Headers & Beam -Size & Bearing 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions - 50. Garage Fire Protection Framing -------------- --------- ---- -------------------- 51. -Property Line Firewall & Openings ------------------- -------------- 52. Ext. Doors -One -Check Garage -3rd Story, 2 Exits --------- ---------------------- ______ 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _______ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer _ ____ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _____ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ------------- 59. Insulation -Walls -Ceilings ------------------ ------ 60. Infiltration -Walls -Windows --------- -..- ------- ------ ------------ Date Card B-1 Dale Card B-1 -- - --- --------------- - ------- ____ Date --- ----------------------Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------------------------------------------- 64. - ------------------64. Bedrom Exiting ------------------------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------------------- 67. Stairs & Rails --- ---- ---------------------------- 68. Fireplace or Stove: Clearances -Hearth -------------------------------- 69 -- ------------------------------- 69 Elec. Outlets at Wood Panel: Int. & Ext. _----------------------------- ---------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance .. _. - - - ------------------------------------- -- 71. Elec. Outlets & Receptacles at Kit. Counter ...... .. .............------------------------- --------- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper ..... .......-- .. - -- ----------------------------- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------ ------------------------------------------ 75. ------------------------75. Plb.. Elec. & Mech. Equip. Listed for Location ----------------------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------ ---------------------------------------- ----------- 7,. Insulation -Foam -Looked in Attic ❑ Yes ------ -------------------------------------------- 78. -----------------------------------------78. Guard Rails & Deck Construction -Post Caps - - ----------------------------- - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------------------ 80. Following instid.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No .------------------------------------------------ 81. Stucco: Brown -Finish ------------- - ----...------------------------------------- 82. A.C. Unit: Disconnect. Electrical, Plumbing -------------------------------- ------ 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ............. --------------------------------- 84. Water Well: Disconnect. Electrical, Plumbing . ... ... .. .... ..... . ................ ---------- -- ------------- 85 Exterior Elec. Trim; G.F.I. Receptacle -Underground . . ... ... . ..... ..--- - ----------------------------------- 86 --- -----------------------------86 Ventilation Throughout House . . -------- --------------------------------- 87. Glass Protection -- -- -- -------------------- 88. ----- --------88. Corrections from Previous Inspections . ... ....... .. .... .- - ---------------------------------- 89 Gas Test -Meters Tagged: Gas -Electric _ . .......__...-------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval -- - - ----------------------------- 91. Energy Compliance Cert ficate-Other Certificates -- -- -- - ---------------------- Date Card B-1 Date Card B-1 ... .. ... .............. ---------------------------- Date --------------------------Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments.at Final: X COUNTY OF BUTTE- DEPARTMENT UF•D.I,V-%PMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754j,1PERMIT NO. APPLICATION AND PERMIT 4' - tl ®C2 ASSESSOR PARCEL NUMBER 039-240-094 ZONING A5 BUILDING PERMIT OWNER MARK & MARYMAGER TELEPHONE SQ. FT. OCC. BUILDING VALUATION 55,000 OWNERS MAILING ADDRESS i TURNER LN, DURHAM CONTRACTOR'S NAME ADONIS POOLS TELEPHONE 891-1197 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 437.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 9256 TURNER LN, DURHAM PERMITFEE $ 480.00 PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 94-50} MASTER' Mobile Home I S I GI W @20.00 PERMITFEE $ 35.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a0OV OR LESS ( 200A OR LESS ) 23,60 Main Service ( 200A TO I000A ) 46.00 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. 3�. License Class 42 — 5-3 Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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 NEW CONST. DWELLING OCCUP. OR ( 8 ACC. BLDS. ) SO. 3.5¢ FT. CNS. NEW CONST./ MULTI -OUTLET NON-RESID. \ BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET US Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ I.ao BAIL .so Ex. Occup. ( OUTLETS ((RREESID.OFRA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 50, OC Contractor 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 c er d poIic number are: Carrier SZjQ Zd �/y! MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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 fort ith co wit ose provisions. DatPs_�indicated S p ca ❑Owne❑Agent �0—Coni—,cior An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 565. HAZ. 1 I.L IMP FLOOD CDF PARCEL PD HD tSS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. B to y �o t (Date) '3/stories Receipt No. �9Y 01-13PERMITEXPIRESON WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT s G.H. USI: XLY 1 1 " Hol Han Auachcd 111 �v p %`y�v V `G/ ���`7�" 1� �,I 1°loot I'Lm Attach:d 1 �n Scnt 1" B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance n(A US _Lf q'j ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public PrivateWell Clearance for bedroom mobile home. Other�f=o1'" Hold final for: Final clearance O.K. for: NOTE: L LD�"k / Environm ntal Health Specialist 8/92 Date ; COUNTY OF BUTTE -DEPARTMENT ENT SERVICES - BUILDING DIVISIOI The following data must be submitted prior to perms issuance: (Circle new item not checked above). 1. Index permit for above items N 2. Additional items required: C tractor, designer, owner, was advised of above required data by phone _ mail Counter by Date5-2.3 -� Contractor, designer, owner, was advised of above required data by _ phone _ail Counter b _ Date Plans checked by Date Plans approved by Date - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 7 COUNTY CENTER DRIVE - OROVILLE; CALIPORN IA95965 -TELEPHONE (916) 538-7541 `. PERMIT APPLICATION DATA SHEET tn a 039 -cQ3 OWNER A. P. No. Proposed Building Use Building Inspector V, Date S 20 'Q!o At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY items have been submitted. ........ �.......................... 4All t -plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................... 7.- Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. .............................. 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by California Engineer ................... Sanitation and plot plan approval C g tC o Health Department . ............ �a r 15. 16. City of Chico plumbing permit. .......................................%. . Plot plan and business license approval from City of Biggs/Gridley. ...... : ..... . 17. . ti ..... . Planning approval for A Use: B Parking: t 18_ Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. 20. Pre -Inspection req.uest Pre -inspection for required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . .................. . d 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... _ 28. Mobilehome;utility clearance . .......................................... 29. Documentation of legal access . ................ ..... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. ..................................... . 32. Plan check list . ..................................................... 33. 34. When.you issue the permit, process as follows: Mail to owner. X Mail to contractor. Telephone and hold for pickup at ice. Deliver with inspector. l 'Other Parcel Creation Acreage Applica Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to perms issuance: (Circle new item not checked above). 1. Index permit for above items N 2. Additional items required: C tractor, designer, owner, was advised of above required data by phone _ mail Counter by Date5-2.3 -� Contractor, designer, owner, was advised of above required data by _ phone _ail Counter b _ Date Plans checked by Date Plans approved by Date - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works RESIDENTIAL �(,C 039-240-094 PERMIT#95-3108 puu O MAGERS, Mark CjZ&(a Turner Ln. , Chico. I New Single Family j I 1 4 • s �' � �'�bc WC'�) Gln<� OFFICE -y-COPY / Address U( /l )ICAAW , &IV � t � ' t n F�I�IS'�wr c� GAS Meter By-9�� E Date J ELECTRIC j Meter Byate OFFICE COPY Address t GAS Meter By Date I ELECTRICnn Meter By ,fly Dave /* JOB FINALED (Date) v J 2� Signature V=OK 0 = Not OK - =Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize•DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ,MISCELLANEOUS 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; / 1"1211. / /Nat. or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect SP 8. Utility Clearance 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date , Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements- Setbacks Easements 2. Footings; SizeSpacing-Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors ~ Shthg.-Rfg: Bracing + 5.Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures • 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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 ; y 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 's • 1 i J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UNDERF R (Plans) OK except k's 14ea on' -Setbacks-Easements-Flood-Slope ig. ain; Soils-Elec. Grnd.-/ /" Ftg. Depth t-Irt-9., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg,,,gwches & Decks; Soils -Steel-/ /Ftg. Depth tems, Main; Steel-Blockouts-Wrapped to ails, Garage; steel- Bloc kouts-Wrapped Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1t (;as Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electri ; Underground ienums & Ducts; Clearance -Material -Support -Ins. 1 ' rdills-Anchor Bolts -Joists -Vents -Cripples 47- 1, cce entilation nsulation Date Card B-1 Date Card B-1 Date rd B-1 Date Card B-1 Date PL BING (Permit),OK except a's Water Htr.: Vent -Access -Combustion Air -Baffle --------- 7w-;,--'t ---------------------------------------------------- -------------------- ater Pipe Test & Anchor -Nail Protection ---- ,.1 D : Test -Fittings & Anchor -Nail Protection----------- --- - - :��C_ ro hoover P.nTTest. First Floor -Tub Accesse5r- JJ Test To & Shower, Second Floor -Tub Access ---- -- -- - - - ----------- - ------ ---------------- ---------- ---------- 21 Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------- - ------------------------- ---------- -- ----- Date C B-1 Date Card B-1 Date EL RICAL (Permit) OK except P's Transformer Clearance -Ins. Protection -- _ EI . Receptacles Spacing Lights & Switches at Doors e Boxes & N-- of Conductors Stapled Ro x Installed Close to Edge of Studs & C.J. 6 qu p. Ground made up w/Mech. Fastners-Bond Gas & Water t7. Appliance Circuts in Kitchen & Conductor Size,GFI Subfeed Wire Size ya. Cu o At A.0 wire Sze ga u or AI ------------- - -- - Circ. --- - - - - - -------- . Range Circ. ga. Cu or AI- ven Circ. ga or Al. I ulated Neutral Yes No� -------=-------- - --- . - .. -e ice -Riser Conductors & Ground -Main Disconnect -- -------------- ----- - _ E Clearances Panels-Motors-Mech. Equip. S thes Closet Light:Shower Light -Spa Light - Smoke Detector ------------- ............................... -- --... ._. ... ... . Dat / Card B-1 Date Ca--r-d B -t Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's Ducts Insulat on & Support 4'9t Fan Exhaust above insulation _lam/ X161" ndensate Drain & Overflow: Size .&. Grade // &-- F nance-Vent: Access -Comb. A r -Return Air Vent -115 outlet I % -- - Attic Access & Platform it Furnance in Attic .. ....... .. .... . . . . .. Dat Cartl B -t Date Card B-1 Date Card B -t Date Card B-1 Date FR NG (Plans) OK except Ps .Proper Material & Anchors Wa Studs -Nailing. Spacing & Bracing -Plates -Sound - - g Walls over Girders & Floor Nailing CfA�Wrafl Stpo in Walls (rat proof) r. tops. Furred Ceilings -Stairs -Chase -Tub ------- --_.. .. .. .... . .- Headers & Beam -Size & Bearing Date / FPAMING (Continued) 48' ngers-Post Caps -Anchors -Connectors _ --_-_- _45',gIng�Joist_ML ties-Purlin-roof Brac-Truss-Shthng.-Rfng. F' Wplace Ties or Type A Flue -Fireplace Throat clearance ------- Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions iarage Fire Protection Framin operty Line Firewall & Openings d. Doors -One 3' -Check Garage -3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection vwood on Roof Overhang -Attic Vents -Rafter Outriqqers - - - 1 .Siiling-Nailing Veneer (7J 5 --cco Mesh _Drip Screed -Fd. Ventsts=UUnderflr. Access 57. Gla g Area -Glass Protection -Skylights- Plastic '�-- -- h r Walls; Nailing Bolts por 4 O/ii$G rAo-e,21- CA42(_- 5 .Insulation-Walls-Ceil'ngs i tration- Is- doves ---v--2--- -- ------------------------------------------------ -- Date Card B-1 Date Card B-1 ---------------- Date Card B-1 Date Card B-1 Date FINA tans) OK except a's 1. Ext. s -_Door & Sidelight Protection -Landings ------ ---- oe mok ector-- ---- urnace: Vents -Clearance -Comb. Air -Connector - In Above Floor-Ducts-Mech. Protection ih Fixtures & T_ub Access -Spa 6 ec. Trim & Subpanel Breaker Sizes & Labels --... . -I----------------- - ------- -- tau. ---------- 6411ireplace or Stove: Clearances -Hearth 7'6 'ec utlets at Wood Panel: Int. & Ext. t.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance llets & Receptacles at Kit. Counter -- --- -- -- ' -e------------------------------- 3E�&r re Door Swing -Land _ ng -Closer .. --- _ . in Garage -Damper 4. Wtr Htr.: Vents -Clearance -Comb Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection D7& Mech. Equip. Listed for Location \ 7 ec.--eceptacles in Garage: (G.F.I.)-Romex Protection nsulation-Foam-Looked in Attic _ ❑ Yes- -- -- -- ,! 3r, 'u ails & Deck Construction -Post Caps -- Fdn. Vents & --------Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------- 88 ---88-Following instldl Drive ❑ Yes ❑ No. Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No -al-slucco. Brown -Finish --------------- ------------ ---- ----- — K A C Unit. Disconnect Electrical Plumbing - nts Above Roof: Plbg -Appliance-Fireplace.-Clearance to -------------------------- b� Water Well: Disconnect Electrical, Plumbing -- -- — - d xtenor Elec Tnm G F I -Receptacle- Underground Vent tion Throughout House .. ... .. ................................. -- ------. - --- ------------- eCtiOn �,/ Cor ons from evious Inspections _ /��(S /�!p" as Test:M rs Tagged. Gas -Electric --------------------------------------- 9"a - -- -- - ----- - - / ! "V"` 9"ater & Sewer Connected .C!O to Grade -HD Approval '("�� t ergy Compl ante Cert hcate-Other Certificates - . ............ - - - Date Card B -t Date -.. -- Cardf------------- -1 n -------------_--- Date ------------_---Date Card B-1 Date Card B-1 f Date Card B-1 Date Card B-1 Comments at Final rim ,t COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 _ 111 MIT 10. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -^""`. r.♦ 039-240-094 ZONING A-10 BUILDING PERMIT OWNER MARK MAGERS 206) TELEPHONE 882-2524 SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 19145 NE WOOD-DVL RD. #103 WOODINVILLE WA 98072 4398 R 237492. 2134 C 27742. CONTRACTOR'S NAME UNKNOWN TELEPHONE 1776 987 M . 7 (7 V �1 CONTRACTORS MAILING ADDRESS Fireplace 12 - A 3000. CONSTRUCTION LENDER UN1wOWN Total Valuation $ 286,000. LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 1290.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 838.80 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 256 TURNER LN. NNRN CHICO PERMITFEE $ 2172.30 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 133.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23,00 USEOFSTRUCTURE SF XK Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping . 15.00 15.00 Each gas water heater or vent 3 15.00 45.0 Gas piping system 1 - 5 outlets 15.00 15 , Q Building sewer 15.00 I S . O TYPE OF WORK New R Addition ❑ Remodel ❑ Ublibes ❑ Installation ❑ Other ❑ Describe Work: Mobile Home I S I G1 W 1 920.00 PERMITFEE s _243.013 Contractor ELECTRICAL PERMIT Filinq Fee 1 20:00 Main Service ( e00v OR LESS 200A OR LESS ) 23.00 123.00 Main Service ( 200A TO 1000A ) 46.00 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 Divisiori 3'of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 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 NEW CONST. DWELLING OCCUP. so' 188.4 OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 RAL .30 Ex. Occup. ouTLEEDrs Ia s o.j ea ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE g 231.45 Contractor 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' comperlsaiian, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have`and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 3 1 15.00 45.00 Cooling 3 20.00 60.00 Hood 6.50 6.50 Ventilation PERMITFEE $ 111.50 Contractor Policy Number he above sections need not be completed if the permit is for work of a valuation hundred dollars ($100) or less.) /10cfertifythat 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'IN 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 co Tply with those provisions. X Date f�fj-��?�( -L/- Signature of Applicant - caner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" de p and dem I' i n or construction of structures over 3 stories in height. Qym Mobile Home Installation Fee $ Energy Inspection Fee Is 0 cone ?) cores . E TOTAL F E $ 2,824.25 I HAZ. D. FEES IM LO F Nq COF PARC PD `„ V ISsuE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work in indicated above for which fees have been paid. B Date PERMITEXPIRESON -?- f I (Date) /�'®�� Receipt No. 190268/2661.88// ✓/ 161 16-2, �3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 't)4 qt59- ho 0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ()�T -V�j B.H. USB ONLY Plat Pho Aft&W Fbw PLa Amk6od Smt to B.D. --na(Aoc,r, . _q LY--) w r Location Plan Approved for: Sewage Disposal Water Supply: Public. _ Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: Specialist 2/011 AP# Private Well b -�3 --C/ G Date COUNTY OF,,BUTTE BUILDINGIDIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Clhlco,--CA-1� 916) 891-2751 7 County Center Drive, Oroville, CA 4'(916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER' A routine inspection indicates that the following violations of Butte County Ordin the above address and should be corrected. Please notify this office when corrb is completed. If you have any questions pertaining to this matter, or need additiona please contact this office immediately. /-/os /A,( oulf)h UI)YAO Cotq,6o;41tz 0o L 1%SV0V"f7 14244-W dA--& O^e7r Ax-71?Wt 007, S � l GOUI 0 Co ft, 6 04-1 17L - o a do ur � V Date Inspector REV 10/92 NO. i 1� st at CORRECTION NOTICE i4, OWNER I PERMIT NO. WWI 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. q COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico,.CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE i4, OWNER I PERMIT NO. WWI 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. q COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico; CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER 'S 3/ PERMIT NO. 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. 4 - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chim CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 r CORRECTION NOTICE OWNER PERMIT NO. . A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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. ... Date REV 10/92 Inspector_ Roberts Consulting Engineering 1708 Salem 'Street • Chico, CA 95928 • (916).,894-8801 June 13, 1996 George Kellogg Plan Check Engineer Butte County - Building Division Department of Developmental Services 7 County Center Drive Oroville, CA 95965-3397 Dear Mr. Kellogg I have reviewed the Moss Lumber Co: truss calculations for the roof framing at the Edstrom residence. The calculations use adequate load assumptions and appear to conform to the geometry of the truss layout designed by Lenn Goldmann. These trusses' are being reviewed as an alternate to the original truss calculations provided by Longfellow Lumber. Thank you help. Please contact me with any questions or comments. Sincerely, Charles J. Roberts, PE f . 1 It OF T1 8160 A IT C, f, . , 4� at MIM -11141 .,C.. E A' 1 1 E! OF 0Nr0kM:CER 1FICA"� IHE "UNDERSIGNED MANUFACTURER HEREBY.. CERTIFIES that the products identified below and on attached sheets Nos. re rrl- k6d'With.' f r r the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AIC) and 'We'r, manufactured in conformance with applicable provisions of American Nation,"al8WHAM hglAiT ' C..., ! A190.1-.1992, StWctueal Glued Laminated Timber; and that such manufactuie has bed6tdtour pIant- in Drain, OR which plant has a'�uality coAtroI-.%:,syMeM-*,,- approved by the Inspection Bureau of the AMERICAN INSTITUTE OF,-rlM*bEFI C'dNtThbjTION and inspected periodically by such Bureau. JOB NAME: Kell& Lumber Sales Inc. for Stock ReddiJOB LOCATION: CA CUSTOMER'S ORDER NO8160 DATE 01- 11-967325-1) MFGR'S ORDER NO. .24F -V41 WP Glue Arch App; 1ndv Wrap E)Ur 616NATLIFi �COMPANY- TITLE Quality Control ADDRESS PO Box 297 Drain, OR 2- 6, DATA i.h- N .. be bd t6 AITC HEREBY "CERTIFIES that the" 'said "66"Mo'a�:` ny at its saidPpAl t. AMERICAN INSTITUTE OF TiMbER CONS .TRU 0 h%AITG.-Ni6hi _�PT .t --,g$e.t1 - -J -te of pr-6-'d'U*b-t-6-W'--hId' 'C611tof, 660-t�.Wik h, 0. t �Y` "'With applicable provisions,of said t i6ft6 *adequacy . -.,. f , . - .. 8 ancla�d, 0 A e uAl- ity control $y§tbrfi Id effect at said plant is. pdri6di&ilj,`(69- 9 "' I -.4belfied 6�, mi -T gp6ct-1 -h- 0 ctdd afid %, Bdrdft-bf thp-AM�MbAN INSTITUTE OF TIMBER CONSTRUCTION and -thiji: iK jh' b -of AITt"gAid 615MOMV 19 tapable of complying with applicable manufacidriiia'a"rid,t6sting Oroylgf6h§ of 6a11&�ia'hAdln tgg�&i of products manufactui4d fit sciid'bfiaht. Conf6r�Ei'n"'ft'iklik".IR9'ttAndard In respici Of any Specific be particular product 18 thb:tole .responsibility of the manufacturer; AITC16 guarAntbe hdreufiddr being that the said company ls` *Ualified to produce 6 product itieeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection buteau. AITC FORM 113-c AMC Cerfificdtb No. -,.02' 0 2 8 2 01 AMERICAN INSTITUTE OF TIMBER 'CONSTRUCTION RECEIVED FEB vkc- 4 1 N\ 3-10 LER LORSALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION M SHIPPING ORDER - FREIGHT BILL um LES lint. P.O. BOX 994005 9 REDDING, CALIFORNIA 96099-4005 PHONE (916) 246-0405 * (800) 233-7888 FAX (916) 243-51516 DATE t04 L-44 96 CARRIER. CUSTO"ER CUST. P.Ol 23542 KLSORDER# 8977 POINT OF POINTOF' DESTINATION REDDING ORIGIN REDDING CONSIGNEE ?FOSS LUMBER SHIPPER KELLER LUMBER SALES INC. ADDRESS ADDRESS P.O. BOX 994005 CITY REDDING, CA 96099-4005 QUANTITY WIDTH -DEPTH I LENGTH DESCRIPTION STOCK GLULAN BEANS BY DRIVER ni CUSTOMER COPY RECEIVED IN GOOD CONDITION EXCEPT AS NOTED of TIA(4 - Afl CERTIFICAfiE 8160 CONFORMANCE 1HE UNDERSIGNED MANUFACTURER HEk-E$y'... 67,5RTIPIES„' that the products identified below and on attached sheets Nos. the Collective Mark of the 'AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AHOaKd rd AN manufactured in conformance with applicable provisions of America6 Natiohhl Sianddi §IfAift6i A190.1-1992, Structural Glued Laminated Timber,; and that such manufacture ha8 be6h;lat,buf, PI . An't - in Drain, OR which plant has :a `..quality donttol-s. §yM6ni:,, approved by the Inspection Bureau of the AMERICAN INSTITUTE OF11KA i BERc6N6tM0jflON and Inspected periodically by such. Bureau. JOB NAME: Keller Lumber Sales Inc. for Stock J013 LOCATION: 14 ' Rodding, -CA - CUSTOMER'S ORDER NO. 8160 01-11-96 DATE MFGR'S ORDER NO. 7325-D 24F -V4, WP Glue, Arch App, Indy Wrap SIGNATURE Dmo-Lg' TLI --COMPANY Quality Control PO Box 297,Dr6in, OR 2 TITLE ADDRESS DATE' 2:U8.'96.': RITC HEREBY''CEkTIFIES that. the s'aid'c`8hipany at its sai&lpiefht:",�Ii 1160196 66 the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION of plr,:�0.'d�u7rc:-t,s,-,W"h,.idh"'d'6"*e'6"0-1"�-*,Wi,t,h. applicable provisions: of said Standard, that the adequap.y,6f,-,16'qual- ity control system" 1h. effect at said plant is, peri6dii6all� T (ritb86t4d and 1.013tified b�, 1Hb'jfi-6pdcti6h 'AN INSTITUTE OFTIMBER CONSTRUCTION, 46d WE, R 1hiW]fi8`9`Ah1bht BUtdawol thb-AM�hlllb of AITt-:Uld bbMO*AhV. 19"deipable of complying with applicable d. testi, p' 'io 1 plicable mahufacturiA'a"an ' S - d, 0_�bvlglbh, of 6611d Standard -' In f6ig" 166 ; f pi�oducts mahufactuk6d at -said plant. Co'nformd h.'W fftffl "916'fiddW in k3so&t of any 906difid or particular product is thb.-isold responsibility of thd m ahulfaCiLl"r6r; AltC's gu6Irdhte- e hetfthdbt Who that the said company'isqba:lified to 01fo"'duce a product eh6efin'd thb 6a id Stdhddrd And thAt its plant is periodically inspected and verified by the AITC Inspection Bureau.' AITd FORM IBC i_,Aft' C* Cbrtfficdt NO.,91��- 0 2 8 20-1, AMERICAN I'NSTITUTEOFTIMBtk't.oNstkuctioN RECEIVED FM f4iLth 18I.'t'ALES 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SHIPPING ORDER - FREIGHT BILL • ,4b ` P.O. BOX 994005 • REDDING, CALIFORNIA 96099-4005 PHONE (916) 246-0405 : (P00) 233-7888 FAX (916) 243-5516 DATE 04/04/96 CARRIER CUSTOMER CUST. P.O.# 23542 KLS ORDER # 13977A POINT OF POINT OF DESTINATION REDDING ORIGIN REDDING CONSIGNEE KO' -;S LUMBER SHIPPER KELLER LUMBER SALES INC. ADDRESS ADDRESS P.O. BOX 994005 CITY REDDING, CA 96099-4005 QUANTITY I WIDTH DEPTH I LENGTH nFSCRIPTI0N .-'-5-- 11/8 X 12 STOCK GLULAK BEAM'S 1lL6 Mc 6ArJvcu— MA( cyls BY CUSTOMER COPY DRIVER RECEIVED IN GOOD CONDITION EXCEPT AS NOTED 8501 'o c4 r C0N01:a111.k�VC CERTIFICATE 0t7 6E '1HE UNDERSIGNED MANUFACTURER HEJ?EBtYRTIFIE that the products ldbn'tified below and on attached sheets Nos. the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTIO-N1Affd Mier manufactured in do6foerriance with applicable provisions of American NatioW 80. VAIT-1 All 90.1-1992, Structural Glued Laminated Timbertand ihat=tuch�manufact'ur(§..,.hEiz's"bOO6.tit-.bur plat in Drain, OR w.which, plant has a. -'.--T -? . sytter AuAlity,,�cohtroL approved by the Ihspection Bureau of the AMERICAIKAWS-fiTUTE OF,�T�IMIMR O'CTloi and Inspected periodically by such Bureau. !til:;! JOB NAME: Keller Lumber Sales Inc: ', for Stock 4-1i'4_1 ?Vill _1J.". JOB LOCATION! A P C V1 8501 02-49-9,15 CUSTOMER'S ORDER DATE MFGR'S ORDER NO. .24F -Vit WP.Gluei Arch App; Indv Wrap !I t it 81' a i iV !i N UR COMPANY Ducci_ ply TITLE Quality. COr'frol _ADDRESS P0 Box 25.7 D-Witn OR RITC 'HERE8Y-MT1F1ES_"that the saidits tai T AMMbAN INSfl"Utt-OP fIMbER CONSTAQ= 0 thd-AITZ Wu qua.: yt said thdtAM"a'd' a 0.1 MO-V��Vith applicable provisions,,q, cy b e ity control tysterh In - 066t at said- plant is BLkbaup6f -the;-AMEAld;AN INSTITUTE OF TIM81[�Pl CONSTRUCTION"' AffiffArfv HIP d"b6hibl'it'- of complying with applicable enanufactu'riW-.an7"d,tot*ti- Ons bf _,pli able n OV rd in "669'-p"Wo-f products manufadti.YW fif�ddld'bfafit 9 " f6dard Cbnfoerh:p wN in respect of any '90661fle. or particular product is-thd,,�ola iresponsibility of the Manufacturer; AITCos guArAfitbd herbuhdee being that the said company ii6,651ifi6dro'Of8duce a product meeting the said Sftindaed And that it6:1016fit 19 periodically inspected and verified by the AITC Ingpectioh Bureau. A I T C FORM 18116 -t/fid0f6!N0.1Zi- 0305 -11: - AMERICAN .:1NST.111TUTE OPIIMBER" _0 P. CTION'..-ilz 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 8160 �\.,\)TE Of T1484 u c 5A UT'- IC n :1 = CERTIFICATE OF C 0NF0RMA;NCE 1HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR which plant has a quality control . system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. Keller Lumber Sales Inc. for Stock JOB NAME: JOB LOCATION: Redding, CA PO# 816001-11-96 7325-D CUSTOMER'S ORDER NO. DATE -- MFGR'S ORDER NO. 24F -V4, WP Glue, Arch App, Indv Wrap COMPANY Duco-Lam SIGNATURE PO TITLE Quality Control ADDRESS BOX 297- Drain, OR 2-5-96. DATE AITC HEREBY CERTIFIES that the said company at its said. plant ti s lMarken respect the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC of products which comply with applicable provisions of said Standard, that the adequacy of :the qual- ity control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company IS capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. Arrr cnau Mr. AITC Certificate No. 92-028201 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED FM i�'ELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SHIPPING ORDER - FREIGHT BILL MEalla"alk Lu"L m - SE ""' 3 Ioh L E P.O. BOX 994005 • REDDING, CALIFORNIA 96099-4005 PHONE (916) 246-0405 i (800) 233-7888 FAX (916) 243-5516 DATE 4-5-96 CARRIER CUSTOMER COST. P.O.# 2354 POINT OF POINT OF DESTINATION REDDING ORIGIN ;.,.REDDING-. SHIPPER', KELLER LUMBER SALES INC. CONSIGNEE MOSS - ADDRESS ADDRESS P.O. BOX 994005 CITY w REDDING, CA 96099-4005 f QUANTITY WIDTH DEPTH LENGTH DESCRIPTION STOCK GLU'LAMS 1 '`x;'✓>`3x`•12 .x 12' J,t 1'y8 X'12 x 11.1Y - . 0 l I� 'l 4O. KLS ORDER # 3983 BY DRIVER CUSTOMER COPY RECEIVED INGOOD CONDITION 'EXCEPT ASNOTED CERTC:::::�IIF 0 8160 1%31E OF TI#4V c W iT'C F�'�i` C 0 N F 0 R M A N C,.E IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES: that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were' manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. and inspected periodically by such Bureau. JOB NAME: Keller Lumber Sales Inc. for Stock JOB LOCATION: ' Redding, CA CUSTOMER'S ORDER NO. 8160 DATE DI -11-96 MFGR'S ORDER NO. SIGNATURE 24F -V4, WP Glue, Arch App, Indv Wrap Y Duco-Lam 7325-D TITLE Quality Control ADDRESS PO Box 297, Drain, OR DATE 2-8-96 AITC HEREBY CERTIFIES that the said company at its said "-plaht is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective -Mark in respect of products which comply with applicable. provisions of said Standard, that the adequacy of the qual- ity control system in effect at said plant is periodically inspected and 'verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said 'company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92-028201 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION DECEIVED 1 � 1996 N\ t IJ R� It LFEB t(ELLER LRR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SHIPPING ORDER - ' FREIGHT BILL f r�� "A 1 FAVEll SIALES IN& P.O. BOX 994005 *'REDDING, CALIFORNIA 960994005 re PHONE (916) 246-0405"• - -(800) 233-7888 FAX (916) 243-5516 DATE 03/04/96 CARRIER customer OUST. P.O.# .23424 KLS ORDER # 861:3 POINT OF POINT OF DESTINATION REDDING ORIGIN REDDING CONSIGNEE MOSS LUMBER SHIPPER KELLER LUMBER SALES INC. ADDRESS ADDRESS P.O. BOX 994005 CITY REDDING, CA 96099-4005 QUANTITY WIDTH DEPTH LENGTH Y DESCRIPTION BY VL� M DRIVER CUSTOMER COPY RECEIVED IN GOOD CfNDITION EXCEPT AS NOTED STOCK GLULAN BEAMS 5-.1/6 X 42 -,i,/.t 3 BY VL� M DRIVER CUSTOMER COPY RECEIVED IN GOOD CfNDITION EXCEPT AS NOTED C. CERTI�OF 7801 .,%JTE OF T) - �p U D IT*C C r n 1, rltD i�F' . .. - CONFORMANCE IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME: KELLER LUMBER SALES INC FOR STOCK Jos LOCATION: REDDING CA CUSTOMER'S ORDER NO. PO# 7801 DATE 11-28-95 MFGR'S ORDER NO. 7130-D V4, WP Glue SIGNATURE Indv Wr Duco-Lam TITLE Quality Control ADDRESS PO BOX 297, Drain, OR DATE 12-4-95 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION .to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system 'in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company is.capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92= 0 2 8 3 6 8 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED Sia mCnR'►���-c . DEC - 8 1995 KELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CER IFICAT OF 7564 %3TE Of TIM r V A C A � �IT-1 - A NO. CONFORMANCE IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. _ are marked with . the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME: KPIIPY Iatmber Sales Inc for Stock JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. PIS# 7564 DATE 11-9-95 MFGR'S ORDER NO. 7066-D SIGNATURE PANY Duco-Lam TITLE Quality Control _ADDRESS PO BOX 297,' Drain, OR DATE 12-21-95 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system in effect -at said plant is periodically inspected and verified by the' Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92-028624 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED DE,Q7 61995 STo,,t rnc.QA���z- mac . KELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION C ERT�IIF C OF 7048 ,�TE OF 11M� AITI 1 _ �CON FORMA :NCE HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME: Keller Lumber Sales .Tnc for Stock JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. PO# 7048 DATE 10-5-95 MFGR'S ORDER NO. 6874-D 24F -V4, WP Glue, Arch App, Indv Wrap; SIGNATURE . yl�/_ ' -Z- COMPANY Duco-Lam TITLE Quality Control ADDRESS PO BOX 297, Drain, OR 10-23-95 DATE AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92- 0 2 6:5 6 7 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION I''E(' IVED `511�� IMC DAA tom' - m�C �1-S UC U `l 7 1995 KELLER LBH. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SHIPPING ORDER - FREIGHT BILL KELLER Lu'MaEll'SAILES INVJ% r P.O. BOX 994005 • REDDING, CALIFORNIA 96099-4005 PHONE (916) 246-0405 %*($00) 233-7888 FAX (916) 243-5516 DATE (42/26/96 CARRIER CUsotmer. CUST. P.O.# 2343.4 KLS ORDER # 8557 POINT OF POINT OF DESTINATION R'ED[)l NG ORIGIN REDDING CONSIGNEE MCiSS LUMBER SHIPPER KELLER LUMBER SALES INC. ADDRESS ADDRESS P.O. BOX 994005 CITY REDDING, CA 96099-4005 QUANTITY . WIDTH DEPTH LENGTH DESCRIPTION STOCK GLULAK BEAKS 3-1/8 X 12 1/14 6-3%4. X`'16-1/2 1/23 5-1/8 X 12 1/14 1/18' 1/10 1/23 1/6 1/9 1/18 BY DRIVER CUSTOMER COPY CEIVED IN GOOD CONDITION m MOSS LUMBER CO. s INC. #4 -VALLEY COURT CHICO, CA 95926 916-895-0745 NO. 3;R104B7-+? GlUOTAT I ON 01/25/96 16:50 03 SOLD STANLEY B. MCDANIEL* SHIP, MAGER JOB S- 2 TO: P.O. BOX 331 TO: DURHAM F1-34 MAGALIA, CA 95954 A-41 ' W-41 ` C-80 P-- i CUST#: ��•77�� 35050.000B DEL DATE:01/25/96 TERMS: 1% 10TH . FROM: 0 3208747 916-873-6431 -------------------------------------------------------------------------------- L# ---------------------------------------------------------------------------------- QTY DESCRIPTION ITEM # UNITS PRICE AMOUNT 71 50 GLUE LAMS 1101000E 50 9.74 EA 487.00 72 5 1/8"X12" STD GLULAM 73 23 GLUE LAMS 12101000E 23 18.54 EA 426.42 74� 6 3/4"X16 1-/2" STD GLULAM 75 14 GLUE LAMS 12101000E 14 6.29 EA 88.06 76` 3 1/8"X12" STD GLULAM 77 1 HUC3.25X12' TF 46104999E 1 29.00 EA 29.00 78 8 HUC5.25X12 TF 46104999E 8 13.00 EA 104.00 79 256 6X6 #1&BTR DF S4S R/L 11104100A 768 1212.00MBF 930.82 16/16 80 48 06 #2&PTR DF S4S R/L 11102200A 96 636.00MBF 61.06 3/16 81 340 6X8 #1&PTR DF S4S R/L 111044000 1360 1100.00MBF 1496.00 82 80 6X10 #1&BTR DF S4S R/L 111047000 400 1100.00MBF 440.00 83 153 08 5/8 CDX 21100940A 4896 438.00MSF 2144.45 84 175 09 5/8 PLAIN DF PREM RGH/SAWN 251006400 6300 1077.00MSF 6785.10 85 2500 2X4 STD&ATR DF S4S R/L 101015000 1667 400.00MBF 666.80 86 8 6X12 #1&BTR DF S4S R/L 111050000 48 1100.00MBF 52.80 1/ 8 87 RESAWN TIMBER CHARGE 11109500A 48 234.00MBF 11.23 6.00X 12.00: 1/ 8 88 180 4X8 R/L #1 DF S4S 11113000A 480 720.00MBF 345.60 89 60, 6X12 #1&BTR DF S4S R/L 11105000A 360 1212.00MBF 436.32 90 100 4X12 #2&BTR DF S4S R/L 11102900A 400 636.00MBF 254.40 91 540 12 X 3/4 SHELVING 22100200A 540 .49 LF 264.60 92 CLOSET -FULL RD 1-5/16 F502 29100550A 100 .51 LF 51.00 93 580 3-1/4 MDF HOOKSTRIP FB305 29102445A 580 .22 LF 127.60 94 6 SL4700 ADJUST CLOSET RODSUPPORT 86721001A 6 1.95 EA 11.70 95 10 CLOSET POLE SOCKET -WOOD -PER PR. 86040970A 10 1.09 EA 10.90 96 32 HPAHD22 PURLIN ANCHOR 46104221A 32 4.25 EA 136.00 97 10 HD5-A TIE DOWN (USE HAB21) 46104206A 10 5.24 EA 52.40 98 80 4X4 STD&PTR S4S R/L 111020000 107 552.00MBF 59.06 99 46 5/8" ALL THREAD (SOLD PER FT) 86056658A 46 2.09 FT -10.00% 86.53 100 10 4 X 8 3/8 UNDERLAYMENT 22100110A 320 242.00MSF 77.44 101 300 14" X 50 ALUM VALLEY FLASHING 45105230A 300 .49 LF 147.00 102 60 162479 HEX SCREW 5/8X6 F25 86174081A 60 .99 EA 59.40 COWT I hiuED 70 NEXT PAGE 6�v L err? GteTiFi «:S 6-jc/i,'y 4>0 D 2 g eu&ZeD L� L�9ss DoLJA/SS - rT Ci rte"` C ERT�IIF C 0 y�\.\\31E OF TIM816 ITIW� � I V D � n � W � C ONFORMANCE IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME: Keller Lumber Sales Inc. for Stock JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. 8160 DATE 01-11-96 MFGR'S ORDER NO. SIGNATURE 24F -V4, WP Glue, Arch App, Indv Wrap PANY DUCo-Lam 7325-D' TITLE Quality Control ADDRESS PO Box 297, Drain, OR DATE 2-8-96 i •i AITC HEREBY CERTIFIES that the said company at its said. plant is licensed bj the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the'AITC Collective.Mark;in.respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system in effect at said plant is periodically inspected and 'verified by the ,Inspection Bureau;of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company is capable of complying with applicable manufacturing and testing,provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meetiAg the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92- 0 2 8 2 01 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED +SELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 7564 AT1441P iTC' CERTIFICATE OFC' Ll C FNSE[ ONFORM' ANCE 1HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has beer' at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. i JOB NAME: Keller 1bex__�S Inc for StOCk JOB LOCATION: Ra d i no _ CA CUSTOMER'S ORDER NO. _PQM 7564 DATE 11-9-95 MFGR'S ORDER NO. 7066-D SIGNATURE � �>� COMPANY Duco-Lam TITLE QUality Control ADDRESS PO BOX 297, Drain, OR DATE 12-21-95 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the .AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92-028624 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED DEQ 7 61995 KELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CERT OF 7470 y�\.,\�TE Of TyI41P AITP. v a c Ii�ENSEE011 RIW Wra Ito - 011 11MIJI IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI%AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME: Keller Lumber Sales Inc for Stock JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. 7470 24F -V4, SIGNATURE TE 11-2-95 MFGR'S ORDER NO. , Arch App, Indv 7030-D Duco-Lam TITLE Quality Control ADDRESS PO BOX 297, Drain, OR DATE 11-10-95 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgement of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with: the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92-028578 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 111 ECEIVED 171995 KELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION CERT OF 7048 y�\"3 1E OF T114vp UA C � n W � 11TIC �=CONF0RMANCE IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1992, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. JOB NAME: Keller Lumber Sales Inc for Stock JOB LOCATION: - CUSTOMER'S ORDER NO. SIGNATURE Redding, CA PO# 7048 24F -V41 WP G TE 10-5-95 MFGR'S ORDER NO. , Arch App, Indv Wrap COMPANY Duco-Lam 6874-D: TITLE Quality Control ADDRESS PO BOX 297, Drain, OR DATE 10723-95 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC. Collective, Mark in, respect of products which comply with applicable provisions of said Standard, that the adequacy of the qual- ity control system in effect at said plant is periodically inspected and verified by the Irispection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in tha judgement of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Certificate No. 92-026567 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION -�W,,CF_,iVED uc r 2 71995 KELLER LBR. SALES © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION SHIPPING ORDER - FREIGHT BILL 11 _. LU�-Em 3ALE3 INS% P.O. BOX 994005 e REDDING, CALIFORNIA 96099-4005 PHONE (916) 246-0405 a (800) 233-7888 FAX (916) 243-5516 DATE 03/25/96 CARRIER GUSTO-KER COST. P.(j.# 2:3496 KLS ORDER # 88 JC, POINT OF POINT OF DESTINATION REDDING ORIGIN REDDING CONSIGNEE MOSS LUMBER SHIPPER;.. KELLER LUMBER SALES INC. ADDRESS ADDRESS,,'.. P.O. BOX 994005 CITY -REDDING, CA 96099-4005 QUANTITY FWIDTH DEPTH I LENGTH DESCRIPTION STOCK GLULAK BEAKS 5-11/8 X 12 3/5 1/6 1/10 1/11 2/12 3/13 3/14 4/15 3/17 1/18 2/19 2/20 2/21 1/24 1/25 1/26 cz-1 'ro 'v l CUSTOMER COPY BY DRIVER N_/ RECEIVED IN GOOD CONDITION EXCEPT AS NOTED INSULATION CERTIFICATE--------------- TURNER LANE NUMBER AND STREET BUTTE COUNTY ' MCDA�NIEL SUBDIVISION CONSTRUCTION DURHAM CITY LOT NUMBER DESCRIPTION OF INSULATION 1. ROOF . MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) 2. CEILING BATT OR BLANKET TYPE . BATTS BRAND NAME CERTAINTEED-' THICKNESS (INCHES) 161 THERMAL RESISTANCE (R -VALUE) 49 LOOSE FILL TYPE BRAND NAME CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB MINIMUM THICKNESS (INCHES) MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE 3. EXTERIOR WALL FRAME TYPE WOOD MATERIAL BATTS BRAND NAME CERTAINTEED THICKNESS (INCHES) 6 THERMAL RESISTANCE (R -VALUE) 21 EXTERIOR FOAM SHEATHING MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R-MALUE) 4. RAISED FLOOR MATERIAL BATTS BRAND NAME CERTAINTEED THICKNESS (INCHES] 6j THERMAL RESISTANCE (R -VALUE) 19 5. SLAB FLOOR MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) PERIMETER INSULATION DEPTH (INCHES) 6. FOUNDATION WALL MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) ________ ______------------------_____________________________�________________=�__________ ---------------------------------- DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. JUNE 17, 1996 DATE 2, 3, 4 . ITEM #'S C6�L-t--� DAN HANSEN BRANCH MANAGER TO: Building Department / FROM: Environmental Healthk SUBJECT: Sanitation Clearance R.H. USE ONLY Plot Pdo Ans&ed / Fbw Plea AtowW Sent to B.D. fnea- Lj�:) -:)I- er Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for !- bedroom mobile home. Other -j— Co -"o4- } pa -w, ." X110 as 1g je_ r - Hold final for:w��__t „r\ Final clearance O.K. for: V�- amental Health Specialist Date TO: Building Department +�• FROM: Encroachment Permit Section RE: Driveway Clearance Z 2- �r�,e�-1- ��/ owner location AP # Driveway permit /&714 6d6 ��has been issued for the above property. si ature - date - .i`ti�'�F'iso'.{'.-9.:Y'.•'!!i['C,%rjKC;O."d^"i1�".%;islt.f�-`1'�1.:.Rif"nFP�r'^t*t.:.'.ti�/".��1a�F`-�:'F j�',�" ,t�.t 'tl.�,s�;��-._,�•L� _. ..;t, � ..,.fir.. ,.. � • -COUNTY;OF BUTTE -DEPARTMENT OF D. r`'EI PMENT SERVICES - BUILDING DIVISION 050 J 7COUNTY CERTE RIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMITAPPLICATIC N DATASHEET R,-. ["AG£2s mAtZK ProBuilding Use S. F, hWEC_(n!G Building ldin Inspector _ A. P. No. 0.39 zyOO %y GI 8150AIS Date 14E-?( �tS At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ................,......... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ................................... ` 6. Energy Design Compliance and supporting documentation . ............ . 7. Statement of Intent for Non -Heated and A/C Buildings . ............ 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 1.. 9. Mobilehome data and manufacturer's installation instructions, 2 sets. .... ... . 10 Fees of $ Ito 91'13"% 11. Impact fees as shown on attached schedule................................� 12. California Department of Forestry plan approval/fees. ....................... . �134lood elevation letter (100 year flood by California Engineer. . . 14. Sanitation and plot plan approval N IC o Health Department. ...... ..... 15. City of Chico plumbing permit . ......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: ........ I 18. Contact Land Development about (A) Improvements (B) Drainage. ........ O( -4k Driveway permit (construction approval required prior to occupancy). .. .. .:.� Pre Inspection reque 20. Pre -inspection for required. .. to Builaing Inspedoe (Date) 21. Contractor's license information. '(No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23, Owner -Builder Verification (Given to owner , Mail to owner ........... .•. 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 7VI 25. Letter of signature authorization ......................................... ► 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use .......................... -�.... . 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ....................................... 32. Plan check list.............t................'........................ . 33. 34. When you issue the permit, process as follows: i Mail to owner. Mail to contractor. X Telephone C ALticr and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date / Copy of Haz-Mat form sent / Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. \Fire Dept. Other Date By The following data must be submitfed prio o ertni iss rice ` (C' I w ' not ecked 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above requ'f�f � data byphone mail Counter by _ Date Contractor, designer, owner was acjV.dtsb��ie9reed data by_ phone _mail Counter by _Date Plans checked by �� Date Plans approved by Date. zcp%. Sets of plans on hold in /ci 6177ile cab net,,2, 32 AP folder Copy - Department of Public Works • `• COUNTY OF BUTTE DEPARTMENT GAF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER ' MA(z-K mAG£2s A.P. #639 2Y®-a'Fy PROPOSED BUILDING USE S- r- �1,J2-Lc. WC DATE i2_z/-IS REC. # DATE REC SCHOOL DISTRICT FEES �t.� iZH !►1 (paid at District Office) - T 15 Z.2. SHERIFF FEESaid Building Division) (P at g Residential...... x =$j, j �i OZCo� rz-2 ems, unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES �� ti 2 q PO,-%� (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit- application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATEZI �� And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 95-044842 I DEC 211995 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the Count}' of Butte. State of California, described as follows: Date: 1 PROPERTY x State of California ) Countv of Butte ) On 12-21-95 before.me, n_ At -he -V, Not"1=7 Public' 07AK_(Q_AA6E�_ IN A-YZ V Un A( r—" personally appeared Mark Mager-,an[1 Mar= rrtagPrs p�seazaliy ..knwA4Htrme (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s).Ware subscribed to the within instrument and acknowledged to me that titre they executed the same in4tiW4aerltheir authorized capacity(ies), and that by l/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. •�••••••••••••••••••••• • D. Athey • COMM. #1051520 -+ *MY NOTARYPUBLIC-CALIFORNIASignature Seal: BUTTE COUNTY C WNssion Expires Febnkiry 13,1999 • A.P.# .! ALTA OWNERS POLICY POLICY NO. BU -148838 DP (REGIONAL EXCEPTIONS) EXHIBIT "All ALL THAT CERTAIN LAND SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: A PORTION OF LOT 5 AS SHOWN ON THAT CERTAIN MAP ENTITLED "R.M. TURNERS FIRST SUBDIVISION, COLONY CO., DAYTON TOWNSHIP, BUTTE COUNTY, CALIFORNIA," WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 12, 1890, IN BOOK 1 OF MAPS, AT PAGE 46, MORE PARTICULARLY DESCRIBED AS•FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 5 AS SHOWN ON THAT. CERTAIN RECORD OF SURVEY FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 17, 1991, IN BOOK 124 OF MAPS AT PAGE 6, SAID CORNER ALSO BEING ON THE CENTERLINE OF TURNER LANE; THENCE ALONG THE WEST LINE OF SAID LOT 5 AND THE CENTERLINE OF TURNER LANE, NORTH 00 DEG. 10' 29" WEST, A DISTANCE OF 252.99 FEET; THENCE LEAVING THE WEST LINE OF SAID LOT 5 AND THE CENTERLINE OF TURNER.LANE, NORTH 88 DEG. 30' 17" EAST, A DISTANCE OF 662.05 FEET TO A POINT ON THE EAST LINE OF SAID LOT 5; THENCE ALONG THE EAST LINE OF SAID LOT 5, SOUTH 00 DEG. 09' 20" EAST, A DISTANCE OF 254.17 FEET TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE ALONG THE SOUTH LINE OF SAID LOT 5, SOUTH 88 DEG. 36"2511 WEST, A DISTANCE OF 661.94 FEET TO THE SOUTHWEST CORNER OF SAID LOT 5 AND THE POINT OF BEGINNING. PAGE 4 RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A.P. # Plan Checker GENERAL `� [Y. Zoning requirements: (sideyards and'number of permitted living units). �V luation.. Plans signed by designer. ii-e✓roper description of work on application. Existing violations on property. 1 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN i✓, mplete parcel size and dimensions -i-. 'backs, sideyards, easements, etc. Mier buildings or structures. rading, fills, drainage. 1 ood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non -comb- • ustible, and foundations). Special & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN - , i/ mplete to scale plan with dimensions. Required windows'for light•and.ventilation (Sec. 1205). • Required windows for second •e_xt (Sec. 1204). • Skylights (Chapter 34 & Sec: 5207) Human impact glass (Sec. 5466).✓ ' equired room sizes, ceiling heights (Sec. 1207). GFCIs in"baths, garage, kitchen, and exterior outlets.(Article 210-8). ' LightSfixtures,j.switches „ receptacles, and exterior receptacles for main- tenance of mechanical equipment.'� Locations.of water heater, heating and cooling equipment, other'electrical or gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (sec. 3304 (f).`_ 'replace and wood stove location, alcoves, and clearance. ---� . Smoke detectors (Sec. 1210).✓ lambing fixtures, water closet clearances and shower size..'' STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. fay. Floor construction details complete enough to construct building ✓— Elevations and wall construction details complete enough to construc Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. / 40 building RESIDENTIAL PLAN CHECKING GUIDE ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). �^ Brick or stone veneer (Chapter 30).� Exterior plaster - weep screeds (Sec. 4706). oper roof pitch for roof convering (Chapter•32). "-� Roof covering type - (fire hazard). ✓ Foam insulation - protection... 36" halls and stairwaysc/ Living area over garage - complete 1 -hour separation required on including supporting walls and posts, etc. • Two exits on three-story dwellings (sec. 33 3 see Mezannines - • Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). - • Combustion air for fuel burning appliances - L.P.G. requirements. •oise requirements on duplexes. . Energy design. c/ . Flashing at all exterior openings.'— . CDF responsible area requirements."-' �B Od"'t,4 b 8/91 garage side 1716).--- ./ 716) ./ G ��Ok O C� . lie. u,uu' _T �� 4 t - v y.__. .��.._--.f- r�. �.. � it � .,. r . - K�'`^�„'.t' r ,.. ..�.�♦ a -�!"_^f� .._� � .-i �i. _ V , =UTTE COUNTY.,PARK FACILITY FEE PAYMENT CERTIFICATION FORM �. DURHAM RECREATION AND PARK DISTRICT y Assessor Parcel Numbers O 6:3 Property Owner s Project Location/Address: LArJ Subdivison Name: 1,.r Itie_tr Assessable Square Footage. q 3 IS Type of Residential Development (check one): New Development �•Afteration/Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Co;t,:,w.+:x�-. �::4,r: �.� :'$�Zs�ai&�� � � t+�.`�.�-i7.�t:q•�.r-� �,. r;iiE�i'w:s.�..rfr..-,m�1.1 r.:�"�"r'- �'�9' Z �:4"�-x`.$.' _.. , mments: 1, -Building Division Representative Date Durham ;Recreation and.Park District (DRPD),certifies that' Applicant Name Applicant Phone Number LkV4__ __41Street Ad ens 1 !y K e w `w , / e ;City tatek- C e 4 Zi , S �� P od ` has complied With the requirements of the Butte County Board "of Supervisors Resolution No. v 93 - 114 by payment for �3 S O square feet at $ 1.04 per square foot for a total payment` 9Zx ! DR D Reprenfatve Date. PAID BY CHECK No'.:' Remarks: BANK No.: �l PAID BY CASH: , _r - RECEIPT No.: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING' DIVISION . ;'.W LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. ` J —3 / D�K APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: Ale ! , /8 9 p2 DEED REFERENCE:S / OOS Z 9'5— LEGAL S LEGAL ACCESS PROVIDED: )_ YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO rw6.y 10 r cvr s COMMENTS/CONDITIONS: Ceoc, -79 - 24 - ? z 1 Tyii is .rt Y Pry wr 7�atiriu.✓ %LM Tv2ivC-rtf / SF tv>3 MAP INFORMATION: DATE OF RECORDING LOT .S Pr's BOOK / PAGE 4" 6 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . -IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. rvleet current E.H.D. requirements. ..IN017O 1 �� Hr -H- �ADLV TO . AALL E S TO ve a 1 T Tue S r ueu reS Oram ler IOTErn CHECK SPECI:,� C..�..,, � �..rvS J ..� JIAP: � F , t1.D L' . ..J/LD/NGJ!!/!S/�J:! .. 1. Maintain a 50 ft. building setback from centerline of load. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $_ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. 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. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ C" 1 . } rd 1 1. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. L - �©—'O NAMERS Q -e'rs' NUMBER: / PRINT LAST NAM RST COUNTY ZONING DESIGNATION: 14 /0 FLOOD ZONE: X FLOOD MAP: Z Z f K APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: Ale ! , /8 9 p2 DEED REFERENCE:S / OOS Z 9'5— LEGAL S LEGAL ACCESS PROVIDED: )_ YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO rw6.y 10 r cvr s COMMENTS/CONDITIONS: Ceoc, -79 - 24 - ? z 1 Tyii is .rt Y Pry wr 7�atiriu.✓ %LM Tv2ivC-rtf / SF tv>3 MAP INFORMATION: DATE OF RECORDING LOT .S Pr's BOOK / PAGE 4" 6 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . -IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. rvleet current E.H.D. requirements. ..IN017O 1 �� Hr -H- �ADLV TO . AALL E S TO ve a 1 T Tue S r ueu reS Oram ler IOTErn CHECK SPECI:,� C..�..,, � �..rvS J ..� JIAP: � F , t1.D L' . ..J/LD/NGJ!!/!S/�J:! .. 1. Maintain a 50 ft. building setback from centerline of load. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $_ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. 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. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ C" 1 . } rd 1 1. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Plunong Division. _ 14. 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. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. 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. . 19. 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. = 20. 21.E 22 23 24 25 A101N31Nd013A30 ONVI 3.UnG d0 AIN665 9661 Z 0 Ndr C13AI333H LD 9/95 - Q\WP51VORMS.K\BLDGPERM. CLR +�.,•+di ��}t�tf'•�t''�f�;�'�'.,�i'�Wei�;:k;,�:� �A��y.�Y+„���yy^�tir.�•�.+ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM • (One Form Per Building) School District U R If AM Building Department No. A.P. Number Jurisdiction: 0 City ® County { PropertyOwner %Y1 A P, K /YI A Get -s Property Location/Address Subdivison Residential Development [j] 0 No. of Living MHI Units Lot No. 0 Sq. Footage y3 M Addition . (Group R) Commercial/Industrial Sq. Footage' New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. v �,,4l�School District certifies that 6'ta4, S:,2 ' (Applicant) \2- (Street (Phone Number) 9 1�-� 3 (Zip Code) has complied with the requirements of Resolution No. 99— by payment of $ representing 9 S square feet. Paid by Check # $3 i Remarks: Bank Number Paid by Cash AB 2926 $ FULL MITIGATION $ Date 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) ieeformmkl (11/94)dmm t Z 1 I �Point System Summary: Climate Zone 11 Project Title BUILDING DATA Conditio Area�K/ Number of Stories J Slab/ aised Fbo— " So -�' , Check all applicable Unit Type condition(s): [%Kingle Family Detached (SFD) [ j Addition Alone [ J Single Family Attached (SFA) [ J Existing Building [ J Multi -Family (MF) [ j Existing -Plus -Addition SCORECARD Measures P -2R Ocz ;33V �9S' Dat. 1. Fenestration North Are - 1 3.5 % 3, s East R -value [381 8. South West )-2_(,O 19:1 3. 2 5 . Skylight North rj- x Cc Total 8 Z SIO p 1. Ceiling Insulation � or R -value [381 U -value [0.028] 2. Wall insulation 221 or North rj- x • '% % R -value 191 U -value [0.065] 3. Raised Floor Insulation '_ ' �� or R -value 191 U -value 10.0371 4. Slab Edge Insulation or R -value 10] F2 factor 10.751 5. Infiltration . Any Ducts in Unconditioned Space? (ON) [YJ 6. Fenestration Heat Loss tj�L 5 2 Type U -value [0.651 Total % Fenes. [161 Point Scores CD Sum 1-6 7. Fenestration Heat Gain - % Fenestration SCShade open Eff. % Fenes. Shade Eff. Ratio North rj- x • '% % _ % , . �� East x South r3 .: Z x West�j. i x Skylight(Q— X Overhangs? ( Y / N 8.. Interior Thermal Mass or % Exp. Slab 1201 Int Mass! FA 9. Exterior Wall Mass Heating System Ext. Wall Mass8 ?)910. _ x � 0 -73.0/o 7 3 O/o , / � / Sum 7-9 � • 11. Cooling System AFUE or HSPF [78% or 6.81 Duct Effic. 11 story: 0.83; 2+ story: 0.88J Effective AFUE or HSP ZonalCon Adjus nt 01 �.� x I ��j SEER 110.01 Duct Effie. 11 atorLr Effective SEEM Zonal Control 0.81; 2+ story: 0.8711 Adjustment 101 12. Water Heating System 1 o e 6 R, z Heater nerpy factor Ext Ins. -value SG5011 1180 System 2 SO 3O j Z Heater Type [None] Energy actor Ext Ins. R -value a C ' Aux( I i, put tion I� is ti,y Tit Total: I Certificate of Compliance: Residential (Page of 2) CF -1 R Project Title Date �O,oiy 03 7p21do • D 2 3 T�i.P� GOA Project AddresssQ Q(' Building Permit 8 Plan Cheek/ Date Documentation Author Telephone Feld Check/ Date Compliance Method (Package( Point SysV or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area:- 3c'� V f? Building Type: Single Family Addition (check one or more) Multi -Family fisting -Plus -Addition Front Orientation: �� North / East / Southll'West AtI Orientations (input orientation in drde one.) Number of Dwelling Units: �_ Floor Construction Type: Slab -7 Raised FI r (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly Location/Comments Type R -Value U -Value (attic, to garage, typical, etc.) Wall ..............% Wall .............. Roof ............. ; Roof ............. Floor ............. Floor ............. Slab Edge .... FENESTRATION Shading Devices Fenestration Area Fenestration Interior Exterior Overhang Framing Type Orientation M U -Value roller blind, etc. shadescreen, etc. es/no (metal/wood/vinyl) Front..... ( ) !I % • lD ` Front..... ( ) Left ...... ( ) Left ...... ( ) Rear ..... ( ) Rear ..... ( ) _ Right..... ( ) Right..... ( ) Skylight ....... Skylight ....... THERMAL MASS. ` Type/Covering Area Thickness (slab/exposed, tile, etc.) (so (inches) Location/Description (kitchen, bath, etc.) •. r..R,„�„�.;ri{'.f�. aZa4e.��y aR*i 7+ �' L 'i yi - -'� J � k�°F-+' .. RR,ovisad Dean 4r1992 Certificate of Compliance: Residential (Page 2 of 2) CF -1 R rrvtwA 14uv va►v HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Cooling Equipment Minimum Type (air conditioner, Efficiency heat pump, eva . cooling) SEER c, 14.0 _ A',/� ' 1 4.ji WATER HEATING SYSTEMS Water Heater Distribution Duct Location Duct Thermostat (attic, etc.) R -Value Type 40-, 2- e 4f-, 2 " Energy Rated t Tank Factor or Number Input (kW Capacity Recovery in Svstem or Btu/hr) (gallons) Efficiennc.` Configuration (split or package) -5' e- iT External 1 Tank Insulation R -Value SG S - - -2- .sa .�v3 z y 1. For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business a Professions Cogs) Documentation Author Name: L� G GQ/�J�(�C�i't/ Name: _ Title/Firm: �j-(�C/. Tide/Firm: Address: 04;3 aT Address: Telephone: 7;Iyw -1j 14i;5 • 1611W Telephone: Lic. #: (signature) (date) (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (signature/stamp) (date) Ravlsed Dommbir 1992 Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump. etc. AFUE/HSP ducts/attic, etc. R -Value T (split or package) aNAC-lis Z- Cooling Equipment Minimum Type (air conditioner, Efficiency heat pump, eva . cooling) SEER c, 14.0 _ A',/� ' 1 4.ji WATER HEATING SYSTEMS Water Heater Distribution Duct Location Duct Thermostat (attic, etc.) R -Value Type 40-, 2- e 4f-, 2 " Energy Rated t Tank Factor or Number Input (kW Capacity Recovery in Svstem or Btu/hr) (gallons) Efficiennc.` Configuration (split or package) -5' e- iT External 1 Tank Insulation R -Value SG S - - -2- .sa .�v3 z y 1. For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business a Professions Cogs) Documentation Author Name: L� G GQ/�J�(�C�i't/ Name: _ Title/Firm: �j-(�C/. Tide/Firm: Address: 04;3 aT Address: Telephone: 7;Iyw -1j 14i;5 • 1611W Telephone: Lic. #: (signature) (date) (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (signature/stamp) (date) Ravlsed Dommbir 1992 Mandatory Measures Checklist: Residential MF-1 R regardless compliance permit documents, specifications this checklist of the compliance requirements the features for the only. NOTE: Lowrise residential buildings subject to the Standards must contain these measures approach used. Items marked with an asterisk (*) may be superseded by more stringent listed on the Certificate of Compliance. When this checklist is incorporated into the _ noted shall be considered by all parties as binding minimum component performance mandatory measures whether they are shown elsewhere in the documents or on DESCRIPTION 5 DESIGNER ENFORCEMENT Building Envelope Measures * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R-Value. * §150(c): Minimum 8-13 wall insulation in framed walls (does not apply to exterior ze3 e) A2/. mass walls). * §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 0.3%, water vapor transmission rate no greater than 2.0 permfinch. §118: Insulation specified or installed megts 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(f): Special 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 c. Flue damper and control A 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(1): Setback thermostat on all applicable heating systems. �3 §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 or greater). 2. First 5 feet of pipes closest to water heater tank, non-recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°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 ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: N a. At least 36' pipe between filter and heater for future heating. solar b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central fumace, 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): 401umens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. RevisedJanuary 992 . ...,_ .. _�.__esi�_�.,__. _.__._. - ... .'.''-•--"-•'t' �....+��...L'.t''. - .�i•3Lri r ....*:... _,�%. �.- is •--�-r° �__---._-.__------�---•-------�F--�,=,r--SFr-=�--------•-�------�----- -�---- '--- ..__ V. � _^-_.�....,.._. �4 '* GLAZING'PLAN TAKEOFF SHEET FOR M 8' 3-5 North Glazing3-6 3-8 West Glazing 0— �/��' East Glazing QUANTITY QUANTITY SIZE AREA (SQ.FT:) r I x 204- = --�— � �. x 304-° = I'L (c) x 3v3&= —l0'S (d) x ° 2 �_ _ (41 (e) �_ x o o 2D Total North Glazing = !3 `b (SQ.FT.) (o+b D +d+e) d� 3 5- 3 0 TOTAL (— �o° ° = 4Z NORTH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR NORTH GLAZING � (a) QUANTITY`- 11SJZE _ AREA (SQ.FT.) (b) x 101 (c) �— x (d) x 12,050 & (e) rL- -x 12' ''Z° I-% _ �a Total East Glazing = a� (SQ.FT.) (a+b+c+d+e r 0 50 .90 _ o a = 3 I 2 3 G TOTAL I 15' EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING i x 100 SQ.FT. SQ.FT. x '::�'a5.1' = 3;0 (b) 3/'�� 1 i �g x 100 SQ.FT. SQ.FT. — m 1 % 3-7 South Glazing QUA ITY SIZE AREA (SQ.FT.) (a) x (b) x -30 7.v 42 (c) �_ x �� _ T— (d) x = (e) x = Total South Glazing = I Z,to (SQ.FT.) (a+b+c+d+e) TMAL 'PH TOTAL BLDG GLAZING FLOOR�jAREA I2`f I� x SQ'.FT. SQ.FT. CONVERSION TOTAL FACTOR SOUTH GLAZING 100 = ✓ 0 3-9 Skylights QUANTITY SIZE (a) x '4 °2c:> (b) �_ x 9 0 (c)- x Total Skylights (a+b+c) TOTAL SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA x SQ.FT. SQ.FT. AREA (SQ.FT.) IZ (SQ.FT.) Total West Glazing = 11-7 (SQ.FT.) 3-8 West Glazing 0— �/��' TOTAL QUANTITY SIZE AREA (SQ.FT.) (a) �_ x '::�'a5.1' = 3;0 (b) FLOOR AREA FACTOR x 305 _ � (c)� — x 2 � "Z4_ (d) SQ.FT. x 1'2-' -1 •� _ (e) I x_ISO Za Total West Glazing = 11-7 (SQ.FT.) CONVERSION TOTAL % FACTOR SKYLIG'�HT GLAZING / 100 = W • o 8 Z4- -7 D -- -7O - '13 OWNER PERMIT N0. 7/8 , 95 H., 41[P;y83, !vim ;7� .8'� ,�fr� - fl4Z+MA'L I �cb3d)=� TOTAL 3 o 4o I " WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST GLAZING �I =�5BT x 100 = �•1 % SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR SKYLIG'�HT GLAZING / 100 = W • o 8 Z4- -7 D -- -7O - '13 OWNER PERMIT N0. 7/8 , 95 H., 41[P;y83, !vim ;7� .8'� ,�fr� - fl4Z+MA'L --Point System Summary:' Climate Zone 11 Project'nue e BUILDING DATA Conditioned, Floor Area / % Number of Stories wised Floor . Check all applicable Unit Type condition(s): [ mingle Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ J Existing Building [ ] Mufti -Family (MF) [ ] Existing -Plus -Addition P -2R SCORE CARD Measures Point Scores 1. Fenestration 1403 `v Area % NortEast Ea R -value 1381 South o p West Wall Insulation Skyl�— _0_ Totalht T Total , SCORE CARD Measures Point Scores 1. Ceiling Insulation 1403 `v or R -value 1381 U -value [0.028) 2. Wall Insulation /` 2/ or 3: Raised Floor Insulation R -value (19) N//¢ U -value 10.0651 or . R -value [191 U -value 10.0371 4. Slab Edge Insulation /"-- Z; � . or R -value [01 F2 tactor [0.751 5. Infiltration Any -Ducts in Unconditioned Space? Cq N) [Y] 6. Fenestration Heat Loss Type U -value 10.651 Total % Fenes. (161 7. Fenestration Heat Gain % Fenestration SCshade n Eff. °/9 Fenes. Shade Eff. Ratio North x • 7 _ �� �. 8� East x South U x West / x r�- _ iL Skylight x - Overhangs? (Y i N 8. Interior Thermal Mass or % Exp. 9Z [20) Int Mass/ FA 9. Exterior Wal[ Mass 10. Heating System ExtExtIaIW�INass o, A — x AFUE or H PF (78% or 6.81 Dud Etfic. 11 story: 0.83; 2+ story: 0.881 Effective AFUE or HSPF 11. Cooling System /,3 x SEER [10.01 Duct Effic. 11 stork Effective SEER 0.81; 2+ story: 0.8711 12. Water Heating System 1. S47 o .S-3 Azv/Z Heaterype enactor Ext Ins. -value [SG501 1121 tio�E Auxiliary Input [None] O O O Sum 1-6 //�� ZonW Control Adjustment [01 /11' Zonal Control Adjustment 101 STp, Distr�bu j on System 2 "[ST O Heater Type None) r Ext Ins. R -value n t� uon r/. Sum 7-9 ix a.;. . a_ ry 1992 99E, r,,;r�1 tYi',4x {1 ��`vL}• �;.;r��'j�eiV��'.'k4�yf hLi � r 7 �"r:`;� >1Y, 1 �:x�,.r: "�Y``3 .�r�r,.f. 1 ��4i�d�:-��X�,''3'.y�,'i f' _'✓�.i7• P'43'i ,orf�4 iMen* t Goa -M���' rtY T?F t+ ,r. '! . �.�1t•�°. Certificate of Compliance: Residential a � qua y e_ev//✓`T GENERAL INFORMATION (Page 1 of 2) CF -1 R Total Conditioned Floor Area: fi2 Building -Type: // Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: orth East /South /West/ All Orientations orientation in degrees and circle one.) Number of Dwelling Units: Floor Construction Type: Slab / Raised Floor (circle one or both) BUILDING SHELL INSULATION Date Component Insulation Assembly Location/Comments Type Building Permit #� ¢S elephone Plan Chock/ Date Wall .......:...... Feld Check/ Date almate Zone Enforcement Agency Use Only Total Conditioned Floor Area: fi2 Building -Type: // Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: orth East /South /West/ All Orientations orientation in degrees and circle one.) Number of Dwelling Units: Floor Construction Type: Slab / Raised Floor (circle one or both) BUILDING SHELL INSULATION Slab Edge .... d FENESTRATION Fenestration Area Orientation (sf) Front..... ( ) Construction Component Insulation Assembly Location/Comments Type R -Value U -Value (attic, to garage, typical, etc.) Wall .............. Wall .......:...... ` Roof Roof ............. Floor ......:...... it/ �— Floor ............. Slab Edge .... d FENESTRATION Fenestration Area Orientation (sf) Front..... ( ) - Front..... ( ) Left ....... ( ) Left ....... ( ) Rear ..... ( ) O Rear ..... ( ) Right..... ( ) Right..... ( ) Skylight ..... Skylight ..*..... Fenestration Interior U -Value (roller bl T Shading Devices Exterior etc. (shadescreen, etc.) Overhang Framing THERMAL MASS ' Type/Covering Area Thickness (slab/exposed, tile, etc.) (sq (inches) Location/Description (kitchen, bath, etc.) v ` Certificate of Compliance: Residential (Page 2 of 2) CF -1 R Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE/HSPF) (ducts/attic, etc.) R -Value Type (split or package) Fut?�r/�CGC (1 X6 i4 717 12¢,z T Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type (split or package) WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank . Water Heater Distribution Number Input (kW Capacity Recovery StandbyInsulation Type Type in System or Btu/hr) (gallons) Efficiency Loss (%) R -Value 1. For small gas storage (rated inputs 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2 75,000 Btu/hr), fist Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or//Owner (per Business & Professions Code) Name: Tide/Firm:!/- Address: Telephone:/(p • 3¢S - //�o / Lic.: _w"• . �.-----,. 2•/x•7_ (sig / (date) Enforcement Agency . Name: Tide: Agency: Telephone: (signature/stamp) . (date) Revised December 1992 Documentation Author Name: Tide/Firm: Address: Telephone: (signature) (date) 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 DESIGNER ENFORCEMENT Bullding Envelope Measures , * §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). * §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 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed megts 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: Special 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 c. Flue damper and control 2. No continuous burning gas pilots allowed. 11�e §150(i): Setback thermostat on all applicable heating systems. "eg y 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet yE-s 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. yG� 5. Piping insulated between heating source and indirect hot water tank. �/- Space Conditioning, Water Heating and Plumbing System Measures YEF �31 §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ijE737 §150(i): Setback thermostat on all applicable heating systems. §1500): Pipe and Tank Insulation y 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°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 ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have badkdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. i §114: Pool and Spa Heating Systems and Equipmeni t 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' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btumr.) Lighting Measures . N )� / §150(k):;.40 lumens/waft or greater for general lighting in.kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved.. { Revised January 1992 h r J ..r. s,'.�.�4 �. �e..r`9`"Nir ��.�."�r:�.i S .- 5._�}.� .L ] .d _ ... .-.. .+ .. .e .. � ,2r..T � a _ -• � a w , � _ GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing 1 QU.—C—/ vIZE� AREA '(SQ.FT.) x • - r 1 2 x 2l0 = �- (c) I x = I - (d) x = (e) x r = Total North Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG 'GLAZING FLOOR AREA /12-V 7 x SQ.FT.. SQ.FT. CONVERSION TOTAL % FACTOR NORTH GLAZING 100 = /6 . % 3-7 South Glazing QUANTITY SIZE AREA (SQ.FT.) (a) i x = (b) x = (c) x = (d) x = (e) x = Total South Glazing = (SQ.FT.) (a+b+c+d+e) TnTAL TH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SOUTH GLAZING x 100 = SQ'. FT. SQ.FT. 3-9 Skylights QUANTITY SIZE (a) x (b) x (c)- x Total Skylights (a+b+c) AREA (SQ.FT.) _ (SQ.FT.) FORM 8 3-6 East Glazing QUANTITY IZE, AREA (SQ.FT. ) (a)_ x (b) x = J (c) x = (d) x (e) x = Total East Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG GLAZING FLOOR AREA /12-V ; ,r x SQ.FT. SQ.FT. CONVERSION TOTAL % FACTOR EAST GLAZING 100 = i % 3-8 West Glazing ( QUAIV�x fITY - SIZE - Ai�A (SQ.FT.) a) / (b) x = (c) x = (d) x = (e) x = Total West Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL GLAZING FLOOR AREA FACTOR WEST GLAZING i'JCB�J 6o�o, 11r51 'S�Ji 7 x 100 = % SQ.FT. SQ.FT. TOTAL SKYLIGHT TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SKYLIGHT GLAZING x 100- _ SQ.FT. SQ.FT. OWNER PERMIT NO. 7/8 77 77 �I�O =F..25 j..?l�%1�411P1 •G% i'JCB�J 6o�o, 11r51 'S�Ji f�EraMAL . ,GrJ(ol - �TS}C Fl� ' J. 1 i h F t 1 i �. ?'''• 1'ti Y1�t l� �� •. {f S� .!, i.•f lC ,I.• - N �,y� - i 2 yah ?•I'. } lI- _ �'." t•. Y7 �'�^��R.�: �L�'F - .�' ri 'i 7 .y�.,Y,i M•• 1 Mi.•Si.o.-.iy.1,.� .n V'' 5�',,:..� �M'YIM i �.F` `{: M1 ✓.� y ,1 G 'jy j• i.•3. S^:.� '�:Y�Y�9 ?`��'p�!".(•'t':i /.. .��.=.--�. _ _s.11[ .i,.i!_...�.....562��`iP "... '�` Placa Fi�ag Dwxtetnt oravii*,G!" ou'vnia ILI Y,.S �. oma. No r i 71 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Z",Nw - 7 .County Center Drive - Oroville, California 95.965 - Telephone (916) 538-754�5 Z5/� RMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 5-3, h 2.40 0 i L� - 10 BUILDING PERMIT OWNER yl� ,Q S m n 2k- �,Ze 1k !`t � a gp, FT, OCC. BUILDING VALUATION OWNER MAILING ADO SS I 9 r wao - © M.i 7742 CONTRACTOR'S NAME TELEPHONE y •J CONTRACTORS MAILING ADDRES f Fireplace -2 x91311 II o �, od CONSTRUCTION LENDER A' P' v UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENOEAS MAILING ADDRESS Permit Fee 0 _ $ Ar,,CHITECT OR ENGINEER 60 I �— 4 Q��j JAc UCENSGECN/O/� n Plan Checking Fee V y. $ Energy Plan Checking Fee $ ARC cT OR ENG W s MAILING AooREss r - -' Q n J { 3 ( i'k S'� G°`�"� S / `b Penalty $ 1 BUILDING ADDRESS �� l�L Al PERMITFEE S PLUMBING PERMIT Fling Fee 0.00 Each Trap 7.00 1,3 2 LOT NO. SUBONISIONS NAME �� PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTIURRE SF"4 Duplex ❑ Mobilehome ❑ Other `� t ' SPECIFY Water piping 15.00 v, 06 Each gas water heater or vent ,3 15.00 OD Gas piping system 1 - 5 outlets 15.00 i 5 ba Building sewer 15.00 15,00 TYPE OF WORK New 0 --.'Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gt--S Describe Work: '� �— �'��� �� Mobile Home S G W 920.00 PERMITFEE s Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service 600v OR LESS ( 200A OR LESS ) 23.00 , 00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, do the work, and the structure is not intended or offered for sale. B01141, B0 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.) ❑ 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 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c I ply with those provisions. C,06�A/ __�___ Date `� _ Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories- NEW CONST. DWELLINGOCCUP. SO. OR ADDNS. a ACC, Bu)s. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIA. Ex. Occup. (OUTLET OR FD(TUREs ) 20 o I•50 SAL .00 Ex. Occup. OFIXEDs fRESID ORA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S �3I Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating 3 15-00 $ 00 Cooling �0� �� 00 Hood 6.50 Ventilation _s 0 PERMITFEE S ^ O0 Contractor , 50 Mobile Home Installation Fee $ Energy Inspection Fee . $ Z16 _ 00 co T E TOT FE $ H D. FE IM FL O ✓Z CD p pO I HD I ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Dore) 0inryheight. Receipt No. (q OZC0 WHITE-D.O.S -B.D CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT --'`/``cam-�:..•,. , .....- pYV. "N'"nt BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538.7541 FAX: (9161530-2140 MARK MAGERS 4-01-96 19145 NE`WOOD-DVL RD #103 -t�A- e: B.P.#95-3108 A.P.# 039-240-094 With reference to the above subject, attached is: (X) Plan Check List [ ] Red Marked Calculations [ ) Red Marked Plans [ X] Other Action Required: L J Comply With Plan Check List [ ) Resubmit Plans with Revisions As Required [ ) Return All Original Materials and Revised Plans to the -Building Department [X) /Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER Permit Applicant: MARK MA ,ERS Assessor Parcel Number: ' 039-240-094 Permit Number: 95-3105 Date: 4-1-96 The above referenced building " plans were reviewed by this office. Provide additional information and/or make revisions to plans, spec ficadons and calculations as follows: 1: PLEASE SEE ATTACHED DETAIL OUTLINING OUR REQUIREMENT FOR ALL TRUSS SUBMITTALS HIGHLIGHTED AREAS. ANY CHANGES TO THE ORIGINAL DESIGN MUST BE APPROVED IN WRITING BY THE TRUSS DESIGNER... NUMEROUS TRUSS IN THIS PACKAGE HAVE DETAILS HANDWRITTEN IN. ANOTHER HANDWRITTEN NOTATED SAYS... CONNECTION (TYP) BY OTHERS. WHAT IS THE CONNECTION TO BE AND BY WHOM. PLAN CALLS FOR SEVERAL TRUSS TO BE 4:12-6:12=4:.12 OR JUST 6:12 ALONG THE TOP SPAN (CC, C, CGE, C1, C2, CSG, D, DI, DSG, DZ, DS, DZG). CALCS SHOW TOP PITCH OF 4:12 AND A BOTTOM PITCH OF 6:12. PLEASE RECHECK (ALSO SEE "F" TRUSSES) 3. TRUSS.CALCS SUBMITTED CONTAIN A NOTE REFERENCING A REQUIREMENT TO BE ADDRESSED BY A SEPARATE ARCHITECT OR ENGINEER. AS SUCH OWNER IS TO OBTAIN SUCH AN ARCHITECT OR ENGINEER TO ACCOMPLISH SAID REQUIREMENT.. FOR PERMANENT BRCCOMG ETC. 4. PLAN CHECK FEES REQUIRED FOR REVISED PLANS IS $46.00 PLEASE SUBMIT $23.00. If you wish to discuss any requirements, you may contact me at (916) 538-75.11 between 1:00 P.M. and 4: 00 P.M . Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER ti �utte Co un 1, _ M E.M 0 R A N D U M BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TO: TO WHOM IT MAY CONCERN TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 FROM: Michael Vieira, Building Official DATE: 2/5/96 SUBJECT: TRUSS SUBMITTALS (RzvisED 2/5/96) This is to give notice that we will be requiring the following as part of Truss Plans and Calculations: Residential Construction 1) Submit. two (2) complete.sets of truss plans and calculations. 2) That the truss design is project specific. It is expected that the designer will indicate on the plans and calculations the project for which they were produced. Alternatively, mastered trusses maybe used if authorized by the truss designer. The designer must provide written authorization which clearly defines the limitations on the truss's use. Limitations shall include loading conditions, span and other design criteria. The requirements of the specific project must be within,the design criteria of the mastered truss. 3) Each set of truss plans and calculations shall be accompanied by a truss layout that accurately reflects the roof layout on the proposed building. The truss layout is to be dimensioned and show all truss locations. The truss layout and the building plans must be free of conflicts. 4) Truss plans and calculations must be stamped and signed by the truss designer. The signature need not be wet signed. Designer must be a civil or structural engineer or architect licensed in the State of California. 5) Truss details are to be completely legible. Faxes of truss plans and calculations will not be accepted. Any changes to the original design must be approved ;:iii writing by the truss designer .7" 6) All connections required by the .truss design are to be specified and shown on the "truss"`details 7, 'Our"" Man check staff will not specify -connections. 7) All bracing required by truss design is to be specified on the truss details. 8) Any truss plan that contains notes referencing• -a requirement to be addressed by -a separate"�,engineer'or•architect will require the owner to obtain such an engineer or=�architect'-to-accomplish said requirement. 9) If laterial design is required for the trussed structure, then the lateral designer must review and accept the trusses being used. Additional Requirements for Structures Required to be Engineered pursuant to California Business and Professional Code Sections 6737.1 and Section 5537. 10) Truss plans and calculations must be stamped and wet.signed by the truss designer. Designer must be a civil or structural engineer or architect licensed in the Sta(.e of California. 11) The truss design: must be reviewed and approved by the engineer or architect who designed the building. From:Charles J. Roberts y To:Dave Was ney 1 Pg.1 oft 6/13!96 11:53:38 AM l.a f ` Roberts Consulting Engineering '" 1708 Salem Street • Chico, CA 95928 • (916) 894-8801 June 13; 1996 George Kellogg Plan Check Engineer Butte County - Building Division Department of Developmental Services 7 County Center Drive Oroville, CA 95965-3397 Dear Mr. Kellogg I have reviewed the Moss Lumber Co. truss calculations for the roof framing at the Magers residence. The calculations use adequate load assumptions and appear to conform to the geometry of the truss layout designed by Lenn Goldmann. These trusses are being reviewed as an alternate to the original truss calculations provided by Longfellow Lumber. Thank you help. Please contact me with any questions or comments. Sincerely. _ . Charles J. Roberts. PE L rJ J� 19 r 1 a t T00 @1 SSfial 2I93R'I SSON 6Z££ VVZ 9T6Q 96 : TT 96/ZT/90 F., 06/13/96 07:59 $916 244 3329 MOSS LMDR TRUSS 1003 � =II I1MM31,111iNONE Ilfii►; I" . I��I I��EWAM I _I Ilial IIS!. I�M:��l�I IIT IMI - INIMMI ILII .�Ilill il�ll Il�ll moi! Iliill Il�fl Ill! Il�il Il�iilll Il�il ILII II�� .. II Z00n ssfi L Hmn SSOW 6Z££ 66Z 9T6$ 88:L0 96/£T/90 '�_ 'i I I Ilrrrr■Ilrrrrr�irr■�I�r� .r "'I®I rrrrr�l�l�l�l�l�lr■■rr� r■■■�I�I■■■■■rl rrrr�lrrrr/{rrr■r�Irrrrrrl rrrrr��r■■■■rll�l�lr■■� i I i I i I I I ■I©_ � i � I I � I I I I i I 'I©'■ I I I II�'■! ♦I �I�1� �I�IA��I��I�I���I�I�I�I��I�I��.���I�I�I✓♦ �I■� I � I rrr■r■Ilr■�I��1■■r�l■�I�I� �I�1� I r� ��I■�I�I�' I i G■• ! 1 i��l /�-Irrrrrrrlrrrrr�lrrrrr�lr�lr■■r�lr�l�l�l�rr� -��I���1�1�1�1■■■■■�1�1� I I 1 1 rr■■■r1 ■■■■�I�Irrr\ � �I��I■�1-I�I�I��-�-ISI ■I�BONN I�I■■■■■■Il�:r■■■■rllr■■�1■�i■■■■�I Z00n ssfi L Hmn SSOW 6Z££ 66Z 9T6$ 88:L0 96/£T/90 08/13/98 08:00 $918 244 3329 MOSS LMBR TRUSS IM004 .. .. IOf 469lFltl m sson O N M M N to �4 O' 0 00 ti 0 m co) ., m 0 Bill©I�I MHY -3'96 10:44 FR TO MOSS LUMDER P-02/06 tom=<<c<A.C.E.S Version-i•a»D>raraa=ssc==a� SL" �/IQV "tirw..ny� Cus�other MCDAN�IELS 1 ma�csC=ass_ra<c«1�iO3S>»massa Pr O7 SCt ii: RH1692 11-1 Y 2 25:28 •S 1996 Quantity : 1 Top PLY-.& : lanais Qfiaa-Ci-�aaar-a aaaaa9a-aa-arena saaf rraaa'arw=m=w4w.3Saa'-aa�aQ 14, 39 FORCQS-6.44 CASs f1 RUICTIMS - 8129 APP90M FM 11ITfil9 INOUtTAIEB INC. 2.6s ?a9 2-516 3.So 2-3R-234 6-1t 0 3 -6■ -121 4•-514 3.50 3.4m-234 4.6m Z49 4-5839 OTNIETRIC PLATING TURM ON) *-6-82.L��- 1/ 1 -,•i 1 3 !A T1P. US 1X4 1T- 4 s -a -a s -s L. HL TO PK:¢6 2-6 R. HL TO PR r -2-6 LEFT HEYGH'r:2-8-i3,;' SPAN:11-1 RIS8:5-6-1 RIGHT HEIGHT:2-8-13 •raanamsnmassmaaarx-o:aarnra�mrrraracama><Qasaraaanoesaaaa=ansaeasnooaesas�ear:aae=::aamaa LOADING (PSF S gSSS MINIMUM RADE OF LUMBER TOP L s TOP -2-0 230 TOP CHORD 2*6 1No.2 GR -DF -L BOT 10 1� soTT 6-1=0.1 CS 22 4 a.l&Btr a DF -L LL.DBFL.®Sra:a8 < L/360 WEBS i2*4 STANDARD GR DF -L sssacra.sar-aasrrraraaaaraaarasaa-aaea3asacaaaassooatHasa-a::rvasarwwaroma�=encsa:s:acc3 ;aa STR.INC . a 1 15 PLATE a i.C. REPBTITIVEsL�is SPACING - 24.0 in. o.. TRESS2b USED NO. OF M81BERS = 1 DEFLlL7IOII�IN.) L.t� O.00,D.L+p.00,T.Lr0.00 TRUSS HAS 84M CNLCJGID FOR 10 P5F NON-CQNCURRENT klVE •L04Djg0 ANO 4.00 PSF DEAD PLATES AN NITEX 'aALLOAD ON 60110N 03M PER TABLE 16.8, LIBC-94 FAM ASIX A 4" MPLATE W" BE I"TALLED " EACfR F,ACE OF JOINT Sn"TftICALLLYCOMPTYAiIORM)DDEESLION CDITFOR>1981VITTM NDS DESIGN SPECS, UBC-94,TPI-95 THIS DESIGN 13 FOR TRNS'E FABRICATION ONLY.IM PEI MANINT AND TtItPORART BRACINO(L011C)t IS ALWAYS AP00)MULT BLDG ARCNITICT OR ENGINEER. • - ii:�r0 0 sooIm ssfilu Rmn SSOR 9ZEE ttz 9T8$ i19:TT 98/ZT/90 MAR.12.1996 8:S M NO, F.97 P.17 ■or«¢eh.C'.8.9 V iog 7.2»>a==���;-��_�� 747962 J•a=s--a.Qamo=ceeeMpgS»»�=• s omen , M�BL�S Mon Mar 04 15:28:35 1996 ro. ect #: Ri Twee = : I Sam31Y : 10 $p t 20-0 Quantity : 2 Top Pitch 6. 12 .mmswa.s.aavoemmoa=aaassa.a.wwawssa...aaaasasaaonnaaaaamnoaao.oaoraararraawaaaa FORCAO - LOAD CARR 01 REACTIONS - 1128 APPROVED FOR MIT3K INDUSTRIES INC. 1-2--1143 5.62 1006 Z•7%-238 1--711 3.30 2-3--993 6-7. 706 3-7w349 3x-781 3.50 3.4.-993 7-1. 1006 3-6w3&9 4-5w-1143 4-6--298 YHNITRIC PLATING TURN® 0N) a r e -s 5-3-4 10-0 14 -a -1a 20-0 Ors t+y 5-3-4 f 4-8-12 4-8-12 3-3-4 I SXs s v 3X4 J4 8-10-3 i,� 13-1-13 1 20-0 6-10-3 8-3-11 6-10-3 (4 1 i8TL88.tax 0-6-63 SPAN:20-0 RIS$:5-6-6 RIGHT HEIGHT. -O-6-63 z..avaosamaaa.a.aassa...Qovaco=aasasss=:asssssrsswiowatwaazaaaasaoaaaas..a.w+sara�� OARING L (PS% MAX STRSSSEsiss ,` ' �MINIMUM MRb�6 OF L SR 8P 16 17 LOTT 6 0 00 .3 q 60 BOT C'SOIW . J+4 WTAND&ARDDGRLDF-L TT 6 c L/3 WSH9 me..tl/��iisalAiO-..1'30-J'�'mv..i..OC-•C-J-.�Di..!'iaIIS�aRasa.�ffi7{.,ama.saiOmsaw �O3amsARaommaa.W BPZfT1ITt*g TBFZ88 1 1 SED TB Q 3-15 NO OOP M81B� in. 0. C. .FLECTION(IN.) L.Lfl O.OZ,O.L-0.O3,T.L-8.03 - ARS HAS BEEN CHECKED FOR 10 POP NON -CONCURRENT LIVE LOAD AND 5.00 PAF DEAD LOAD ON BOTTOM CHORD PER TABLE 16.8, URC -94 ATE$ ARE BITEKC 820-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEELCBXCEPT Al SHOVM) ATE MUST BE INSTALLED ON EACH FACS OF JOINT, STWURICALLY(EXCEPT AS SHOYR)DESIGN CONFORMS YITB NDS DESIGN SPECS, UBC-94,TPI.95 ds 018109 IS FOR TRUSS FABRICATION OHLY.FOR PERMANINT AND TEMPORARY BRACINO(IUHICH I9 ALVAYB REOD)CONSULT BLDG ARCHITECT 00 ENGINEER. LIAR 06 1996 0302 ssalu limn 9SOi1 0399 ttz 9T0a$ OT:ZT 99/ZT/90 ON MAR. 12.19% 91elAM N0.297 P.26 •ww«<-vA.E.S.S VQZSion 7.2»>ymmmUwmm=wmwm [ 747980 <<<MOSS>7»■=m CUR cher : M 8LS Mon Na�r 04 15:30:07 199;6 #; 20- QQuantittyy a 71 Topp P3.tch i 604/12 �a� i ii eta isi i w iilii ii0 rww fwiwsiiawmasa aQlwiiiia aan ai i..w iwi iiia iSiiai9Q aaC $ .� FORCES - LOAD CASE 91 REACTION! - 31ZE APPROVED FCR NITS INDUSTRIES INC. 1-41«-1143 9-62 1006 2-76.7316 1■•781 9.50 2-3—M 6 -To 7" 3-7o 344 5■ -749 3.50 3.4-943 7-1■ 1006 3-6.349 i•5�-1943 4.6 -235 SYMMETRIC TIATINO TURNED ON) s.. - 5-3-4 4-6-12 4-8-12 3-3-4 sxe R 3X4 3X4 6-10-3 13-1..13 96-0 6-10-3 } 8-3-11 6-90-3 C4 s HL TO Will -2-3 R. HL TO :11-2-3 aT MIG_HTgo0-6-6 SPAN&20-0 RI$SI$-6-6 RIGHT KEl TgCC-g-a uOAD�INGi (UB •s••aiMAX S-wa$38$••iw--MINIMCTM�GRADE �OF�LUMH$'R========ate== TOP -2=0.155 STOOP CHORD:2*6 110.2 CSR DSF}-L IOOTT - 1 17 LL DEF .®6=0302 < L/360 WEBS�O�:3*4 STAIID�ARtpr GR DF -L aaasaiiaC brio..t�.iiiwaQasasiA���paai�oa��a�:saiaasasoaa.awaiioeo�noaoiaisawawwi�wsa 0TR.INC.t L .'I.15 SLATS • 1.15 SPACING a 24.0 in. O. C. tEPETITIVE STRESSES USED NO. OF MEMBERS a 1 EFLECTICNCIN.) L.L� 0.02,1) L.0.03,T.LuO.05 ' WJ28 RAs 3119 CRECKID FOR 10 P8F NCO-OONCJRUNT LIVB LOA= AND 8.00 PSF DIAD LOAD OV 8017M CHORD PER TABLE 16.88 UBC -94 LATER ARE MITEK M20.1ES,147 MANUFACTURED FROM ASTN A 446 010 A GALVANIZED STEEL(EXCI:FT As MIN) LATE K= 28 INSTALLED ON EACH FACS OF JOINT, SYNHETRICALLY(OXCEPT AS SK00)DESIGN CGNFO MS WITH NDS DESIGN SPECS, U3C-94,TP1.95 NIS DESIGN I3 FOR TOM FABRICATION 01LY.FOR PERKANBNT AND TEMPORARY BRACIN(ICWHICA Is ALWAYS RE00)CONSULT DLDO ARCHITECT OR ENGINEER. MAR 0 6 1996 Oso n Mal 2Imn SSON eZss M 9100 03:ZT 9e/3T/90 MtaY _ 3' 96 10:43 FR TO MOSS LUMBER P,01i06 .<t<tA.C,.)"• ,S Version 7.2»»a/...a/sa/a. rwr�.���,c�...��� CUs omer : MCDi�NISLS tcCMOS3»»a// pro ect #: RRIA1692 Truss ID F3 / / mR l 2 i5:29.0 1996 Span 1 8amily #� ap cia Quantity 1 Top Patch 6-%12 tiwrrsaswr��.re-aancs/mmarmoraesaz�arem//oa-eaex=aa�a_sza�aser.eo/s//rassa//mr-anomer FQM3 - LOAD GSE 01 REAC11ON3 APPROM FOR MITEK I RIES INC. 1-2-39 5-60 0 2-6- u9 b-516 3.50 ._ 2.36•254 6.1. Q 3-6--121 6.-516 3.50 3-42.296 4-6- 261 • - 6-5* 39 . tiTlf lR14 PLATIW T41RN10 011) •1-3 s -e -s 3x6 3x8 J-0 1x4 Q. 3 -a -S 1 T1 I 1 �4 EHL TO PX:6-2-6 R. HL TO PK :6-2-6 FT HEIGHT: 2-8-3.3----:* SPAN. -11-1 RISE:5-6-1 av�raa�=ss=+s:�vsmsoaem/moammaaaaes-/aeaama/m-iaetse+sss=sac/rmRaIGHT HEIGHT.-2-8-13 y .aa LOADING (PSF� 'MAX STR UBS MINI ORAD OF LUMBER I+ �P Z-•33-0.230 TOP CHHORD:2* N0.2 OR•DF-L TOP 166 15 - 1 6-1-0 175 BOT CHORD: No-1&Btr GR DF -L 7 LL.DEF6-1926.00 < L/360 WEBS :2*4 STANDARD GR DF -L smma msmmaaaaaanaosaafr-/am/ara/ma-a/aaexrsmam-�mo�aioa/vaozramsraa=aa=aarmm-�ooaat/r/s STR.INC. : LUMB - 1.15 PLATS m 1.15 SPACING • 24.0 in. a.- c. REPETITIVE SIRE Z USED NO. OF MEMBERS w 1 NOTE: QRAC2 VERTICAL STIn3 IN Ace=ANCR YITN TNR STWAW OABLS Elm DETAIL, Curet. Y/1X4 PLATES AT EALIs END. 0XILRCTIONCIN.) L.L■ 0.00,0.L-O.00,T40LOC T aTE HAS RrlN LHE0nt 6RMI 10 QMiU N0R•OmICURRiN' L111F LONG AND 3.00 PW DRAD LOAD ON iOTTOH MORD PER TABLE 16-8, UBC -94 PLATES ARG IiITRR 1420.186,167 1WItIFACTLAFO FROM ASTM A 446 Wa A ULVA3112E0 STEELcccm AS $a") PLATE MW RE INSTALLED 01 EACH FACE OF JOUIT, sTl01HTRICALIt(f=PT At MAOHA)DESIGN OL7tM13 PITH LIDS DESIGit SPECS, UBC-94,TP1.95 THIS DES10N IS FOR TRUSS FABRICATION ONLT.FOR PRRNAIICNT AND TEHPORART BRAC11t6CYHICB IS ALVATS 1<DWI=SULT KDO ARCHITECT OR ENGINEER. r1 I .,r 900 1p Ssmu limn sson 8Z££ M 9TOIZ 99:TT 98/ZT/90 -MHY .31'96 10:44 FR TO MOSS LUMBER P,03106 ara<C"A.0-2-S Vex-SiOn %. - ��i�`O��v ••1,av ppCLLS�{ Omer �CD� ELS 2»»sateaa:s=ammo I aaar---Twzr�a�C«MOSSO»pp>?es SpaoPt #i R�OH1�b9�- �ss ID . BS � affick # .09pOc�al 199 Quantity : 2 To P Q@@@@a-Malnaasaa-AAaAa:aaaaBot c arwaaarrrwra�wawaaAq-a4asoacsaamaaoarpaaaAn REACTIdLt - SIZE APPRCM FOR Kim IMOLISTAIES INC. • 1•-81: s.so a��au 9.so - PLATE OFFSETS I)rrLEFT,T-TOP)t(J8•3,2J,U10.4.21.1JI10 .3).(=Y"TRIC FLalle TuRm a") 5-0 3-0 9-0 S - Alec 3f4 4X3 a .. a� - 3X4 y -0 4-01 46-0 � RNAL R=SE;4-0 R. TO PK s 1-a-3 LEFT iSRIGHT: -g-1' SPAN :20-.E. RISE:9-6-12 RIGH HSiGHT:3-9-12 •aAAaAaaAAAmaasoaosaaaaar:t:c==aAAaaA�AswrArrwaastos.astaeaaaas�=rasaassaassaaraasaAA LOADING L(PSF� MAX S, SES MINIMUM GRADE 0 oL R DMR TO 3-4AQ 169 p Rg�p 6 F G B�OTPT 16 l5 BOT? 10-11=6.198 BOT ORDi *9 N0.1�8tr GR D8' -L LL.DBFL.69Q0.02 a L/390 WEDS :2*4 STANDARD GR DF -L awasaarAaaa=asa:saaamAaiArrwwArwrwAa-aaAaaz=naAazaasans=awoaavrwwwarwrraoaaoaroar STR.INC.s LUbIH a 1.15 PLATS 1.15 SPACIIQG s 24.0 in. o. C. REPBTITIVS STRESSES USED NO. OF MEMBERS 1 0144 T10i(JN.) L.L- 0.02,D.Ls0.03,T.L•0.06 TRUE REX CHZCCfD FOR t0 PSF HOiI_=CIRtREMT LIVE LQAO AND 5-QO PCF 090 LM 09 SOTTON COMM P89 TABLfi 16.8, 1=.PL PLATES ARE MITEIC 1201.186,147 NUVACTiM FROH ACTN A Lib MA OALVAUMD STEEL(EXMT AS BROW) HATE 1SICT U JUSTALLED ON Wit FACE OF JOINT, STIOIURICALLT(EXCEPT AS 4=N10iSIOW COMM WITH NOS DESIGN SP[CS, (&[-94,808.91 Txlt OESIEN I• /OR T9Lt8s IAiRICATION ONLI.FOR pi RPAVEXT AND TEMPORARY 8"CINO(WICS IS ALMYS REOD)CONSULT IILOC AIICRITECT 04 fl(OIHEER. too ml Ssfial T3mn SSOIT 83££ ttz 9T8.Q, £9:TT 99/ZT/90 E1 MAR 1EISS 14:24 FR TO MOSS LUMBER P.06i13 •`iia=-c+C<cA.0-E.S Version 7.2»»xxswii=i; 747951 ] �riiiiie==ri09c<<<MOSS3»199 8 ectr : RH1 8L3 QI1�aat3ID i� EI Mia` # ap c3a Y O P t 4 912 3-7 6 . /12 , So P to . iiwrOelaiszzsnaY>timaisasrimmwiie=szszsiiwriiiiaiiiaeiwweiiwszwiiin=aiiwwMmmaiias ItuatONs . Wn APPROVED FCR XITEX INCUPRID INC. 148-769 3.50 10=-768 3.50 PLATA OFFSP6 (XwLEFT,Y•TOP). tjtt-a.1],(SyNIMIC Pcnnua TURM en) MR 1 1 1996 NO. CU9919 E09►3M - = 3X8 REQUIRED AT SUPPORT: 1x4 . -1-wL11ntu AT SUPPORT: -TO 5x5 s 1x4 3 o - L. HL TO PK:pp-5-4 INTERM L RISE qq-3-4 R. HL TO PK :0-5-4 LEFT HEIGHT:2-4-6 SPAN. -3.8-10 R SS:7-0-1 RIGHT HEIGHT:2-4-6 taxawsawwwawwwwis=iwsiniwuiaaiwicmiseeaxmaewoxos--==aeiiiixaszwweiAisamilsdirriii LOADING (PSFL -- . I�PiX SMSSES MINIMUM GRADB OF LUMBER TPP 18is15 TOTT 12-13-6521{{44 BOT CCKSM-1:4 No.I&Btt= GR DF -L BOT'P 0 7 LL.DBFL.®1Zw0.05 c L/360 WEBS :2*4 STANDARD OR DF -L RBPiswwwscs:ws�e®ia�a�a 1 exact=aiiaswwwaaiwwiiczaz�mosSPAL'wlNriw i24iQiijl.i0 aC siiareaaii > TIIT�VSLSTRESSFl..S�15 FI TS ` 1.13 �14d NO. OF MEM a 1 NS: 5-12 To IM ra se.1&9zp OR DF -L MLECTIONCIN.) L.L- 0.05,0 Lz0.0T,T.L•0.12 TR11iS HAS RIEN CNECOD FOR 10 PaF pX"'CftNRRaNT LIVE LOAD Ally 1.00 PSF DEAD LAAO ON BOTTOM CNORD PER TASL@ 16-8, USC -94 PLATES AR! lI1TEC MZ0�186,147 MANUFACTURED PRCK ASTM A VA ORD A cALVANI2E0 STEEL(EXWAT AS SWN) PLATE MI1BT BE INSTALLED ON EACH FACIS OF JOINT• SYMMMICALLYCIDWT AS SWA30ESIO CONFORM'L WITH ND9 OEtIGN S?ECS, UgG-9r,-91 THIS DEaiGN 13 FOR TAtt58 FABRICATION ONLY.FOR PlAIUWgNT ABO TOMPOAARY M"INGOMICB Is AMYS RM)CMULT SLOG ARCMITUCT OR BNGIN[ER. APR 20*35 131,42 FR TO MOSS LUMBER P.01i01 . + •==««.A.C.l.B Version CuaOomer . MCDANyBLS 856343 jr..x_.. t«MnSSaas�.�- Pro act #: RH169 8pa�i 5- 1 ii 'ZUSa D QuantiEV a�mil #1-02�ii11Z 1996 g : .aasn==�amss.==ass�..�---•-----------��� FOMS - LOAD CAOC #1 Top Duch4. .c=aanaaSami.C�sin.c�a._ 1.2- 0 3-I■ 0 MACIIIJII • WN 1■ -233 3.50 APP&MM km NIYDC Ismu¢TR:St me- 3.30 (S"ROTRIC PLATIwo TuRRao OR) .0:0 -5-7 a 5-7 yy 1 5-7 L$P'4LHxiGHT' i d = 6 -1 01 PAN -7 nrca.�_d_e .,T....... ..... T���T�es� LOADING (FSF� S1'RESAF�S - MINIMUM Cl2ADI3 OF LtJ1�ER pp 1-2=0.22S. TOP CRORD:2AG Xp0.2 GX DF -L B�OTgT 10 1? TT 3-1-0. ?8 BOT HORU:jj*4 Nn -URC= OR DR -L A LL.DHFL. < L�3b0 WEAR :2*4 STANDARD GR DF' -L + r�VR'cSTiiB$s Ls�s+FL7�r.....��.a._---m---- nos.sc..ssasa L m 1�i p TB .1.15 SPACIM - 24.0 in O. C. • NO. OF MSMl31Sm . ACfL=TIONCIM.) LAW 0.00,0.L-0.00,T.L20.00 IRM RAS HIEN CRICIM FOR 10 PIF WI-COMWIFUT LIVE LOAD AW 5.00 Pop DIAD LOAD ON BOTTOM CRORD PdR IABL�B,�UCG�6 PLATS MW $1 INCT�LED 0aCWl FAQ �6ImTT,I svwMICALLy(bxCE 1 AI )DWI CC FORKS K IDI OSSICII IFSCt, MCC-794,TPI.93 72I0 OCIIOW II FOR I'M AG FABRICATIWi WILY.FOR PBpIANlHT AND 79?WORART BRACIRRCURICR 19 ALIIATC R=)C01W%r IL00 d� _ R IROIAtttt. a *4 TOTAL PAGE.001 ** 9302 Ssfial 2Imn SS01I 939E ttz 9TOG 91:9T ee/ZT/90 I 01v MAR.12.1996 9:02AM N0.297 P.25 :. 8< t�AF►DING»��=�L9�••�a��mar�a.. ( 747979 j •��w...a.NMNon Tar 04015:30102 1996 Trues ID : HGB Family # : 20 Span 7, a 6-p Quantity •t 1 Top Pitch 1 4./12 Cess"smNswswss�ss:J=z.sssawswwNN.wis sssamm.ssssssmOams.mmmmmmwm�ammwasNmfiwaw�wD COTES: 1 -Gable stud spaced at 16 inchheB O.C. 2 -Hrac vert al S9tuds in aar�c ordance with standard gable and detail 131 -ContIauouS zegrin� providet onq entire bottom cnord 4 :Con do 1x4 p at® t each e o gable stu unless otherwise not®d a -a a BLOCKING A BRACING REQUIRED AT SUPPORT: Z4A L. HL TO PX:6-8-14 LIFT HSIGHT:8-5-1 SPA?I:6-8 AI88:a-6-i flICEIZ 1�IGHT:2-6-i maswsse�.GssmssssassslR®Sasssswsswaox=-x=-3==9msm.QasasassssswasxaaQamsOwmS#7R�CCNt�r LOAD=(P9F� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2*6 N0.2 GR DF -L 5 BpT CHORD:2*4 No.I&Btr GR DF -L OTT 1$ 17 LL.DEFL. 4 L/360 w2BS t2*4 STANDARD GR DP -L immmmuwavamm wwawsawlawfrvmssssswcasassrasesmeaxss�samsattiaxwOat7CxC70waCOisssaNmsssss TR.INC.: LUMB w 1.15 PLATE - 1.15 $$ACING - 24.0 in. o. C. REPETITIVE STRBSSES USED 0. OF MEMBERS - 1 DEFLECTI@KIA.) L.L■ O.00,D.L■0.00,T-La0.00 PLAM ARE MITER M?.0-186,147 MNUFAMRED FROH ASTM A 4" 0RD A GALVANI2M STEELCEXCUT AS SHOW) PLATT W= Sfi INSTALLtD ON RACH PACE Of JOIWr, aYlRIETRICALLY(M PT AS MWIN)DI910H 00N►0RMj WITH NOS =LEIGH SPECS, UGC-94,TPI.95 THIS 093109 I8 FOR TAU" FABRICATION ONLY.FM PERMANENT AND TlMPMW RRACINO WHICH IS ALWAYS RE00)CONBULT SLOG ARCHTTECr OR GHO"MER. t MAR 06 1996 fi£0(�j SSIIaL umn 3SOA 8Z££ M 9T8.Q, 6Z:ZT 9e/ZT/90 MAR.12.1996 6:57AM N0.297 P.15 nes<44<DRANING!>%%sosum ==mumam=woman [ 747960 3 mmm=mmmmmmmmasmsama««MOSS»»=ms omer : MCDANIEL9 on Mar 04 15 -28:26 1996 >`o act #: RH.1g92 Truss ID i B anvily ## 10 ,spa : 18-b Quantity : Top Pitch 6.52 Zinn=awmmmsammmmmmmmm=a=a»==o=amara=mmmmmas===o==C=====��==7=JQ9CaQ===�anmOmmaQo 10TESi Irovicle able stud paced at, 16 inch a O.C. rac vert capl tads in c or ance wi h staidard gable end detail 3 -contucus bearing pprovi fa a onlq entre bofi�tam mord 1141 1X4 platel Rt ea en1781 gab a stu unless otherwise noted Mpe 4-9-14 9-9 11-4-5 19-6 .,iD-6 4-9-14 4-3-a 4-5-2 4-9-14 Q?iL 3 r ,{4 S L. HL ?0 PX:18-4-2 R. IL M PX :1E-4-2 .. IXV2 NXIGH4:8L6-6 SPAN:SB-6 RIS8:5-1-14 MIGHT HBICHT:8-6-6 =MazdmvasssamnQ=no=onmeanmmmmannmmmmoaasasaasmamM=w==m a=mmammma=moon AOADINCi (PSP� MAX 8TRE8888 TDP CxORGRADSgOF L ER L DF - OTT T 1 17 LL�D3FL.®0m0.00 a L/360 WEBSCHORD:2*44 STAX�.GR DF -L s=osaam`msooQc000sanxsxca==xas==mm=mm�na�a=aa=a.=aaxxsssaanaasa=as=nam=mmm=mmmm TR.NC.• LUNG 1.15 PLATE l.15 SPACING • 24.0 in. o. c. BPEMTIW STRESSES USED NO. OF MEMBERS w 1 RICTION(IN.) L.L■ 0.00 0 L■0.00,T.Lw* .00 ATOS ARE NITE1( NaO- ,147 MANUPACTURED FRON ASTM A VA M A OALVANIZEO 6TEEL(0=PT AS SHOW) ATE MUST 91 INSTALLED ON EACR FACE OP JOI11T, >ZMETRICALLY(EXCM AS SHOWIDESIGN COMM VITH NDS 014I0N RPHCS, UBC -94,7I-95 lis DQSIGN IS FOR TRUSC FABRICATION ONLY.FOA PUMANENT AND TElOWMY SAACING(11HICH IS ALYAYS AOOD)CONSULT BLDG ARCHITECT OR SNOINIER. 0- MAR 06 1996 630A sS112LL Uffl l MR 8Z£E M 9T6%z tT:ZT 98/ET/90 I o� MAR.12.19% 8156RM NO. 297 P.14 ==cce<A.C.a.S Version 7.2p3p»=wa=awawww=a[ 747959 1=•a=•=•ww==w CUs Omer : MCD BLS Mon Mar, 04 15.28:22 1996 Pr 2H3.194 �a =D : G Familyy # : 16 spaa��ii c i+�- City : 14 Top Pitch : 6 . �12 :$a3YwYYasslS�ss�sCssss=====ssaasasaasaaamaaasaaasRm=a�=:=s=�;sasoa==aaa FORCES - LOAD an #1 REACTIONS - 8122 APPROVED POR MITFX INDUSTRIES INC. 1.2■•1012 3-6> 889 2-6=-261 1•-724 3.50 2-30-740 4-10 889 3.6. s88 S•-724 3.50 3-4••740 4.60-261 4-5•-1012 SY METRIC PLATING TURNQO ON 4 - DO 4-9-14 4-5-2 4-S-2 4-9-14 rf « 3; axe 3 1 - 9-3 -3 14 ,. P10-4-2 -4-2 C3TR. HL TO PK :10 r$ .-6-6 SPAN: RISS:5-1-14 RIGHT HEIGHT0-6-6 �wY====a sssY a aaa sae Y YY Ysmas ,OARING (PSF)) MAX STRESS`SES MINIMUM GRADES OF LUMBER GG UT l� 17 �8b'L.06=0.02 < L/360 WEBS��:2*4 STANDARDDGRR DF -L •w aw w •iYs•wssww wssY w ww Aw aw w ww Y awl�w w=w w aww rwwww wwww wa w wwfl s ass wwww was e aaeasa a ese ETR. INC . • LUMB zs l5 PLA'I'D' � l .15 SPACING • 24.0p in. o . c . XPETITM STRESS S VBBD NO. OF M@MSERS = 1 I LECTIOHIIN.) L.L- O.0l,D-L■O.O2,T.1w0.0i . RUTS HAS BEEN CHEMD FOR 10 PSF RON-CONCURRENT LM LORD AND 5.00 PSI OLAO LOAD ON BOTTOX CHORD PER TABLNI 16-8, UBC -94 LATUS ARE NITLI( KO-1a6,14T MANUFACTURaD FM ASTM A 646 ORD A MLYANI2FD S EEL(EXCEPT AS BNOWN) LATE MUST BE INSTALLIII ON EACH FACE OF JOINT, VoETRICALLY(EXCEPT AS SHMN)DESIGH CORFORNS WITH NDS DESIGN SPECS, UBC-94.TPI-93 819 DESTON 13 FOR TRUSS FABRICATION ONLY.FGR PU MANENT AND TEMPORARY BRAOING(WHICH IS ALWAYS RBW)CDCON mTTR1LO, � 1HIIECT OR INOINILR. Mi. NO. CM9019 IV. 0.3" czo-j IMEL 9mn SSox ease m aie$, cT:zi seiziiso MAR.12.1996 8:58AM NO. 297 P.18 aot<�CDRAcWING»»Qonoaaaaaaamaswwrm[ 747963 ]rmarrrwwwAwssa:am=.CC<<MOSS>> »==a 'Cus Omer M BLS on Mar 04 13.28:40 1996 Proa�®ct #s CI Truss ID IGB anvil #� a 10� Spa : Zo- Quantity s 2 Top Pytch . 6.112 •A rrwaaasrmnaaoswaceoarrrrrrswworrrrrrrrrrrsrrrrrr-rrraaaaa=sooac==srarrsma:ra�rs GTBSs III -Gable stud spaced at 16 inchgs o.c. aa -Brat vertical studs in accordance vi h standard gable end detail. 3-Coa�uou9 bear provided along entre bottom chord 4 -Pr a 3X4 plate t each en o gab a stud unless atherwize notad a. .ere El -a -a %We is -S -ss 1110-9 �e-s s -a -a +4-42 +-o-se T s -a -a "T ONG a rJL=6__P L. HL TO PIC: 11-2-3 1. HL TD PH :11-2-3 LIFT HEIGHT:8-6-6 SPAM:28-8 AIS8:5-6-6 MIGHT HEIGHT:8-6-6 .. =tea sr r w � ww w ww w www i w / rrrsr r�o0aa as rr a w wrrrrrsrrr rrir rsw ww wwws o o= as s rss r atO r rrri r ,OARING (PS F MAX STRESSES MINIT GRADE OF LUMBER pp gg TOB ORD : 2+ D7o . 2 QA DF -L FIOTi 10 17 LL.D88L.60-0.00 c L/360 WEBS�e�-2*4 STANDAARD GR DE -L Iwwwr r,as=Q=mac===1===asr:rrrrawwr�rrrrmaa �arrrr�raora =c=========�a��R��asr �a aywn :� BTT M ST&BSSES�15USED PLATE 1.15 NO. OF MEMBERS mni o. C. 'aFLECTION(IN:) L.Ls O.00,D.L■O.00,T.L�O.OD .AM ARa HRIK NSC -186,16T NANUFACTUM FRON AWN A 446 CRO A CALVANIUD STEEL(EXCEPT AS SHOW) .ATE NEXT BE INSTALLID ON TACH FACIE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOVN)DQSIGN CONFORM YIIN NDS DESIGN SPECS, URC-9L,TP1-9! Als DESIGN is FOR TRUSS; FABRICATION ONLY.FOR PERNANNIFT AND TWGPORARY BRA91MCCUNICS IS ALWAYS REGO)CONSULT BLDG ARCHITECT OR INGINELIR. VW MAR 0 6 1996 azo C j 9snal Emil ssox eZSS tvz 9160 i v 9T:ZT 9e/ZT/90 MAR.12.1996 9=01AM NO'S P.27 sv<[ffiC �. �Sl�Version� 7 . Z»»=assossm==ww [ 747981 �■wwsssssMlsy:�arCC6<MO.S.S�7»==w .r sat # s 1 Truss ID : J1 T� .-L ar 04 1 -O)l 2 1996 : 12-0 - Quantity t 1_ �ws�awsavw�wswswswsowsawsas_ssssass�s REACT10Nfm fl2law6�a.as�� APPRGVED FOR lIITEK I0US'TRtEE INC- 4-10615 NC s` FORCES - LOAD CAIC 01 1.a•.6s� s-4- 61S =-� aZ is -44i s so t-3•-654 4-1■ 615 " 3•-445 3.30 IYMM6TRIC PLATING ?WED OI) q 6-0 5X6 s 1X4 K4 15-0 12-0 - I 6-0 6-0 L. HL TO PX:6-3-14 R. EL TO PR :6-3-14 LEFT HEIG T0-6sl�=a�a=s 8P�.assassossam RISE: �Ie-6-1wa��sa�ggsRIGHT m HE HT-. 0 =6a1ao�- LOADING L (P9F� 'ROOXXV BTMsEe221 TOP;CHOORUM D:R2*6 ONo 2GRRDP-L TOP lg 17 $QTT 4-1=0.276 BOT C],WRD-.2*4 NO.1&Btr GR DF -L 0 LL.DBFL.04=0.01 < L/360 WEBS :2+4 _STANDARD GR DF -L 8'1'R�INCsssL:IIMBs#:1alSsPLATl�sasl.lSsa�smsassssssSPACII�L}s: 24moosin. -soaaCx:a�ssw��a REPETITNX STRESSES USED NO. OF NIRS a 1 DEELECT1OHt1N.) L.L� 0.01,D.1�0.01,T.L■O.OZ TRUSS No HEIR CRICKED Folt 10 PSP NOH-CONCURRIRT LIVI LOAD AND 3.00 Per DEAD LOAD 01 BOTTOM CHORD PER TABLE 16-8, x_94 PLATES ARE NITER W,10.186,147 MANUFACTURED FROM AM A 446 GRD A GALYANI29D 9ML(E%CM AS IMM) PLATT MUST HE tRSTALLED ON EACH PACE of JOINT, 8TID MICALLYCM(CIPT AS SHONN)DESIGN COMMS WITH NDS OkSIGN SPECS, UBC-94,TPI-95 THIS DESIGN 18 FOR TRUIS PMRICATION ONLY.FOR PERMANENT AND 79OPWARY DRACIRGOMtCH IS ALWATS REGO)CONSULT BLDG ARCHITECT OR ENGINEER. MAR 0 6 1996 ND. Caaooto D(P 9,3O•0�.46 uolm 99fllu umn 99011 eggs M 9190 TZ:ZT 99/ZT/90 MAR.12.1996 8:58RM NO. 297 P.19 aa<[«A. �"`..$ • Version 7.2»»saam.,a:as==a [ 747964 J faas+e=sar++r«G<MCq�$ $»»■=a Customer I CDANIELS - J Fanlar04.1b28:45 1996 Sres1eCt #: PJ93.692 Truea M 4 Top Pitch : 4.��12 ■iofssass=saa22-0 offafaaawraarssar+uav=saafno==aaaaaaoarnaaososssafanaaasaaasaaaaal� ty FORCES - LM CANE N1 REACTIONS - SIZE APPRAVMD FOR MITEK IMUSTRIES cIIC- 3.50 1-b-634 3-4m 615 A 1■ 615 2-4. 82 js-6T>• 3.50 2.3w-634 tT almiC PLATING TURNED 00) 3 6-0 5X8 t 5 1X4 C4 I t� HL TO PKI -3-14 R. AL TO PR 6g-3-14 �66T HEIGHT: -6-1 SPAN. -12-0 RIS$:2-6-1 RIGHT HEIGHT. -O-6-1 naaaasa+sacoaa++aamaasmamfaaffafsslasums =owns sooswommaama�eoafaaarrr+raaaar+++mass LOADIM (PSF SAX STREISE9221 P gORD: g6 No. 41 �� L 1� $$� �F LUMER 2 4-1a$•Z 6 gg Hol %p ONO-I&Btr aR DF -LL 80ZT 19 7 LL.DIA.84a0-01 a L/360 WEBS :a+4 STANDARD GR DF -L STRC.: L[JM8 m1-15 6pLAT]iQaf�.�l5m�ms=sf�f����BPACaING� 1a24�.0yiria+06=C R$P ITIVE STRESUIS USED NO. OH M8148$RS + 1 018ACTIONCIN.) L.Lm 0.01.D.Lm0.01,T.Lm0.02 TRUSS NAS BHBN CHECKED FOR 10 PIF NON -CONCURRENT LIVE LOAD AND 3.00 PSF OUZ LOAD ON IOTTON CHORD PER TABLF 16-8, USC-94 PLA71B ARB 141TEX 14B0.1b6,1iT WINNFACTURED FRcm AM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATH MUST BE INSTALLED ON EACH FACE OP JOINT, SYHHBTRIC"y(EXCEPT At 880WN)DEMN CONFORMS WITH RDS DESIGN SPECS, UBC-94,TPI-9S THIa DESION 19 FOR TRUSS FABRICATION ONLY -10 P13t1]ANENT AND TEHPORART IRACINGCWHICS It ALWAYS 120D)CONBU §Ln0dkjCNgTg OR INCIRl6R. NO. Cod" 19 om. W3a96 �Op 3Com ssnxl 2Im MR 8Z££ m ma ZZ:ZT 98/ZT/90 MPR.12.1995 8:58AM C:B.S V rsio� 7.2»»m========a+aC 747965 j■e■■=,.=s=====eceeM S»»ate:. ME Familo#04 15-9 .49 1996 cullr s ICD1 9 ss ID : M Y 16 ,t #� 1 quantity 1 Top Pitch 4. �f 12 p z 12- aa+saa■sx=aa+ssssaaaas■aa.aa:snows+==aeasae+++s+++aaaoaxa■+• APPROVED FOR MITEK INDUSTAIU INC. FUCKS - LOAD CASE li RGCT10H8 -SIZE 1-2-434 3-40 619 2-G■ 82 U-677 3.50 1.36.634 4- is 615 30-477 3.50 tInTRic PLATING TININiD ON) 3 6-0 3X8 1X4 12-0 6-0 6-0 (4 ;. HL TO PX: 5-3-14 R. HL TO PK :6-3-14 ,$PT HEIGHT10-6-1 SPAN:12-0 RIS8s2-6-1 R_IGIiT EISIGHT:0-6-1 sagaaacaa.=-=Soma:ovasmaaaaa�++ssmawaa.aessaaMINIMI)'M �RADB OFcLER :,OARING (PSE) MAX STRESSSES 2 D TOP 1-Z=0.221 TOP MO :2}6 No. GR DF -L 10 1� BOTT 4-1+0 276 BOT CHORD:2*4 No.1&Btr GR DF -L LL.DBFL.®4'6.01 c L1360 WEBS :2*4 STANDARD GR DF -L STRm.INr.�s�■LUMS+as1�15aPLATBa+�lp15=m.smoaeaaxswwSPACaiNG : 24+0ain. 0. Cas{a=ae=sae MO. O&' MEMBERS °° 1 UPBTITIVE STRESSES USED IOTi: DRAW VERTICAL STIRS IN ACCiMAHCE WITH THE STANDARD SAM END DETAIL. Com. WIYA PLATES AT EACH END. )IFLICTIOHUH.) L49 0.01,O.L=0.01,T.L00.02 rWU HAS BEEN CHICOR KA 10 P!P NOH -CONCURRENT CSVI LDAD AHD 3.00 P6P DIAD LCM off JOTTCH CIORD PFR TABLI 16•1, UIC•44 lLATES ARP MITlICIRO-986,147 MMFACTURID PRO ASTM A 446 GRD A 2ALVAN121D STIFL(IXCIPT AS MUM) 2LATI HL15T DQ INSTALLED ON EAm FACE OF JOINT, SYWETRICALLY(MEPT AS SHMN)DESIGN CONFORHS PITH MDS DESIOH SPECS, UBC-94,TPI.95 rut MGN IS PDR TRUSS FABRICATION ONLT.FOR PEAWKNT AND TIHPORARY ORACING(NHICH IS ALVAYS REOD)OONSULT ILDrm AUNITBCT OR EN41NEER. MAR 06 1996 swim SSf12Is 2Itibl'7 SSOII e3sc M 9160 Ez:zT 9e/31/90 MRR.12.19% 6' 54F;M N0.297 P. 9 msat<.<-,A.C..Fs.S' Ve:rsio72 7.2»»=aaawsmmm=ra[ 747954 ■aarmmaaaraumaGG«%lOSS»»=Ns s,romer : MC>]ANIELS Moa Liar 04 15:27:56 1996 ro ect #: RE1692 Q a s � Family # : 10 Spa • 12-0 Quantify 13 Top Patch : 4.12 ■oimam�+waassssayssasomm==sas■smmmaarz=a==asa�assoz==z=ssacn=a_===aaaaism®msmeroaaa�sz= FORCES - IOAD UK #1 RUCTIC98 - SIZE APPROVED FOR MIM 3NDU3TRIE3 INC. 1 -2■ -694 3-40613 2-4= 62 1•-477 3.50 2-3•-654 4-1= 619 5•-477 3.50 7YMNITRIC PLATI110 TURN® ON) 0� 6-0 12-9 0-r5 6-0 6-0 T 5*6 iX4 6-0 12-0 6-0 6-0 .., K4 Em FT HEIGRTi0-6-14 SPANSI2-0 RISBt2-6-1 RIGHT AHBIGHT:PK 0-6-14 �iOADING (PSF TM STREWS masmsa®saran MINIMUMGRADE OF LUM88Rmmmsmmam�mia 'OP 16 1s 4-1.0.276 8 T CCHORD:2*6 NO. St DF -L iOZT 0 7 L-DM.®4m0.01 < L/360 NESS :7*4 STANND RD GR DF -L is amaiillaaai�matC�Ca=m Wm9 Ymo ffiossaiaa�rraaina�oaaaasA�i3O is�i CC�3�aiamaii�aa��QC���� ,TR.INC. t LUMPLATE = 1.15 SPACING 1 24.0 in. o. C. .EPETITIVE T1RE;db II38D NO. OF MEMBERS m 1 iFLECTIOR(IM.) L.L- 0.01,0 4-0.01,T.L-0.02 IUS9 HAS I= CMEGW FOR 10 PSF NON -CONCURRENT LIVE LOAD AMD 5.00 PSF DIAD LQAD ON BOTTOM CHORD PER TABLE 16-8, UIC-94 JITE! AU MITBX N30-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(LXCEPT AS SHNN) ' ' JITE MUST BE 11WALLRD ON EACM FACE OF JOINT, SM(LTRICALLYMCCEPT As SHOi1N)DE3IQN CONFORNA PITH NO$ DESIGN SPECS, UBC-94,TPI-95 II$ D951ON It FOR TPAISO FABRICATION ONLY.FOR PEp{ANBNT AND TEIVORART DUCIN6(YHICH 13 ALVATS RE003CONSULT BLOO ARCHITECT OR EM41931R. MAR 0 6 1996 NC. C1? M9 EV. 9.30113 6-10 [m ssalu 2Im SSOR BZEE ttz 9180 80:Z1 98/31/90 MPR. 12.19% 8:55RM NO. 297 P.12 wo-c,<-t<A.C;.E.S Version %.�»»xsssxassassa( 747957 �amxsxsxoescx_t«<MOu'$»9»>ss Pro3tft RHS if a LS Truss ID F1 MFammilyr0o4.lspocial 1996 Spas IM Quantity 4 Top Pitch : 6./12 atssssmsamsxww="Uwawwwato�sswa9massaasssasoaaaaaxa ?Own - LOAD CM 61 REACTIONS - BIZE APPROVED FOR KITEK INDUSTRIES INC. 1-2o-467 3.6- 0 2-6-272 1x-308 3.30 2 -3■ -28S 6-120 3.6•-108 S•-308 3.30 3-4-20 4-6a 272 4-1-467 �y iYMATRIC PLA7IN4 TURNED ON) O -1Q a -O12-0 e'r 6-0 I 6-0 + BLOCKIP RECUIREJ 3X1 3x8 3X4 6-0 12-0 3x4 6-0 6-0 I & BRACING AT SUPPORT: . HL TO PX:6-8-8 R. HL TO PK :6-6-$ EFT HBIGHT:2-6-1 SPAN -.12-0 RISE:5-6-1 RIGHT HEIGHT:2-6-1 Qs ����iOi�wAflwA��i�w�w���somoxc==xaa=sax w�a=a.�a����mRmssassswaawmwmsssamsseaa» OARINGiPSFZ jRX STRESSES MINIMUM GRAD$ OP LUMBER L +� TOP 2-3=0.270 TOP CHORD:2'*6 N0.2 R IL OP 16 15 HOTT ��6g-1m 20 BOT CHORDs2*4 N 1 tr DF -L OTT 0 ? LL.DE67,.06=0.00 c 'L/.360 WEBS ;2*4 S� ARD DF-L =a:mmmmrameaawaxoxaxv=nsanmssaOmmsaasCwwaoteaoomaoQaxxx==xnxaomsssamsmAmAA�.�ws TR INC.- LUMB = Z.1 LATE a 1.15 SPACING : 24.0 in. o. c. ONTITIVB STRESSES SED_. NO. OF MEMBERS = 1 R.QCTIOHUN J L.L■ 0.00,0.1L•O.000T.L4.01 U88 NAE BEEN CHECKED FOR 10 PIF NOH -CONCURRENT LIVE LOAD AND 3.00 PCF DEAD LOAD ON BOTTOM CNORD PBR TABLE 16.6, UBC -94 ATE8 ARE MtTBK N20-186,147 NANURACTURED FICK AM A 446 GRD A GALVANIZED STQLCEXCEPT AS SHOWN) ATE MUST 88 1937ALLED OV MCI FACE OF JOINT, SY" TRICALLY(M(CTPT A9 SNOYH)DESIGH CONFORM WITH NDS DESIGN SPECS, UBC-94,TPT-93 IS DESIGN 1E FOR TRUGS FABRICATION ONLY.FOR PMWMCNT AND TOKPORARY SRACIRO(YNICH 13 ALWAYS RE00)CORSULT DLCO ARCHITECT OR ENGINEER, MAR o 6 1996 ez0I ssnHs HM SEON, erss ttz 9160 sT:3T 9e/9T/90 MRR.12.1996 8:5SRM NO. 297 P.13 sm=«<<A. C . Z. S Version 7 . 2aii:bwmw i---===== [ 747958 1 �s,omer Pso ect #: BLS Truax ID FSG Moa MMar 04 15:28.166 1996 Family : pecial spa 24-0 Quantity : 1 J. Top Ditch : ./12 /3.2, oOaRAt+sassasap==c=ma:a=saaaaacc===s=e-.as=ao�=aomasv=c==—a=saasxmamaaoseaaasst>raa=== REACTIONS = SIZE APPROVID FOR KIT/K INDUSTRIES INC. 10-761 3.50 S■ -761 3.30 10i-181 72.00 - 6■ -181 72.00 ,LATE OFFSSTS (X■LBPT,Y=TDP):CIA=412],ISYXMMIC PLATING TURN® Om) l,Q=s 6-0 12-0 ! 15-0 24-0 r0-3 6-0 8-0 6-0 6-0 SXi i -O 24-0 3-0 6-0 6- 3-0 3-0 ,. HL TO PR:6-3-14 R, HL TO PK :6-3-14 ,EFT HEIGHT:0-6-1 SBAN:24-0 RIS8:5-6-1 RIGHT HEIGHT -0-6-1 to mie=xa�lll -moi/comms=Imss==maAam=== ,OADIN'G - (PS F MAX STRESgSES MINIMI7M GRADE OF LUMBER L L TOP 1-2-0.328 TOP CHORD:2*6 N0.2 GR DF -L' 'OP 16 15 HHOoTT 5-6=0.486 SOT CH)RD:2*4. No.1&Btr GR DF -L tOTT 0 7 LL.DRFL.07=0.07 a L/360 WEN :2+4 STANDARD GR DF-L >ta-ot:at:ataeemnmsa�saaais--oe=-a--ssQsoa :.:===xa-tl-aRaaora-tai-a==ss:---etQp==oxaaas==3--- TR.INC.: LLS 1 15 PLATE a 1.15 SPACING - 24.0 in. o. c. 3iMlTrM STRESSES USED NO. OF MEM ERS 1 n9i BRACE VERTICAL STUDS IN ACCORDANCE YtTR THE STANDARD GABLN END OETAIL, CONN. WIX4 PLATER AT EACH END. ITLECTIONCIN.) L.Lu 0.07,D.L-0.09,T.Lw8.16 RUES HAS BEEN CHICXBD FOR 10 PSF NON-COMCUTADrr LIV9 LOAD AND 5.00 PSP DIAD LOAD ON BOTTOM CHORD PER TABLE 16-9, URC -94 .ATEB ARE NITEK )RO.186,147 MANUFACTUM MON ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT U SHOWED ATE MUST BE INSTALLED ON EACH FACE OF JOINT, STNWRICALLYMCEPT AS SHOYN)DESIGN CONFORMS WITH NDS DESIGN 3P90,•UBC-94,08-91 119 PBBIGH.I8 FOR TRUSS FABRICATION O)ILY.FOR PERMANENT AND iMVRART MMING(NHICH"IS ALWAYS 110D)CONSULT BLDq.AKNITECT OR ENGINEER. M ZZOrm SSfiEl ?iiTn MR BZEE tta 918$ 3T:Z1 96/ZT/90 MAR..12.19% 13-*55PAM N0.297 P.10 •sm6<fc<A.C+.B'.S versio 7.2»>>===wmm====era[ 747955 cguat'omer I MCDANIEN Myon r 04 15:28.0Q 1996 ro ect #I gg1692 Trues ID s S army # : ip cia Sp : 24-0 Quantity is Top Patch : V /12 ■ss==oaassastisssarsssosss:o�aialalsa��!lO�IS��DiRA19SDC.m��tG ti O/DD�sII�O��C���� :���7:7II4ii CD POMS • LM CIS! #I RIA971011 - OUR APPAOVED FOR HITU INDOSTREES INC. 1.2-1999 5-6- 1877 2-8a 43 1 -933 3.30 a -3x1169 6-N 1s" 2-7--480 1--933 3.30 3-br1169 1877 3-7b 670 4 -ala -1999 8.1- 1877 4-7••850 • 4-6- 83 LATI OFFQ73 CX*LEFT,Y&TOP)i[l7c4,ZI,(6Tmmic PLATING TuRwo.cm) 4 e -s 6-0 1 12-0 18-a 74-a a -g r' 6-0 6-0 I B-0 1 6-0 -rte 5x8 3 1X4 3x8 Ix4 6-0 12-Q 18-0 24-0 ' 6-0 6-0 i 6-0 0-0 ' EPT�HEIIGHT:0-6-14 SPAN:24-0 RIS8:5-6-1 R.EL)MGMTi4-6-14 rsmaaaaaoa====mxo-aaaaoaavncc=====ma=saaassaasr3gtasolsO�a�D�aDar�oa=sssm�=�=======c :OADING (]?SF ) MAXASTRESSES 3 MINIMOP UM GRADE OF LUMBER up 16 is � TOP * 2-3-0.2-:43 8OT CF�ORD:2*4 • No.16BtDF-L' GRLDF-L OTT 0 7 LL.DB'PL.®7=b.06 t L/360 NEES :2t4 STANDARD GR DF -L TTmRRaaxra9rrts7sl�agssssissamssasmmssspawsssritiasso�asrrsrar�svacc==p=====r�aoT=aovavaays BPPTITNSLSTRE's is PLATE T$ a:,l. l5 NO OFF tdmbtfts - i c. • c . IFLBCTION(IN.I L.L- 0.06,0410.08,T.L00.14 tUSS ATESHAREBEGA MITEK 1120-186,147 ,1MANUFACTURED PM ASTH A 4 10 PSF NON-CONCtIRREff LIVE 446 40 A;.00 POP DUD GALVANIZED BTEELCEXCEPTON MAt 3XwN) PIN TAil 1¢-d„{J •Q�g� .ITE MUST B8 INSTILLED ON EACR FACE OF JOIRT, STNKSTRICALLY<IXOIPT AS SHOUN)DIGI0N CONFORMS WITH NDS DESIGN SPECB, UBC`-94,TPI-PS 110 DESI(IN 19 FOR IRM FABRICATION ONLY.FOR PIRMENT AND TEMPORARY aRAtIN6(11NICH is ALWAYS RICD)CONSULT BLDG A OR ENGINEER. TZO M ssfil i HM SSON erss ttz 9TOG NO. camig r�oRcAz�� TT:31 96/31/90 MAR.12.1996 8:55AM T��V 1% N0.297 P.11 ■a�«C<�i2A1�PZNi3y>a �oomr�ss�sai�s�aaa=o [ 747956 3ma=aaaaaraaaa:s====«<<MOS►Q»»Sas Cuo Omer : MCDANIELS Mon Mar 04 15:28.05 1996 prOjeCt #: RH1692 T=88 ID FGE Family # : sp�Cial an : 24-0 Quantity 1 Top pitch : 4.712 affia3aw.wss�aa��saa�e�daa�seo=====as�SSiaalOitfiismamsassasssss�ro:vacaa====________ WTESs -Gable stud spaced at. 16 inches a. c. • -�rac vertical iptuds in ac�or4ance wi h standard gable end detail ont nous be r a rovid® a ona ent re bo tom c or 4 -pro de 1x4 plate$ 3t each end of gable Stud unless otherwise noted a 8 6-218-9 - 2 1s—• i a�r-e .s ` 5—$ 6-9. 6-9 i—.$ Sala a 0 7 i 6-a sa-o so -a as -D 6-8 6-D 6-D i -O L. HL TO PX:6-3--14 R. HL TO FX :6-0-14 LIFT MIGHT -28-6-1 SPAN:24-8 AIS8:6-6-1 RIGHT HEIGHT:8-6-1 2==ww Camas=ssv��seorr.moa=====a====SO■0amwoosnow===W=================7�A77GaCf7{Yt�■a9 ,OADING •(PSF MAX STRESSES MINIMUM GRADE OF LUMBER TR C(�HORD:2*6 N0.2 GR DF -•L 'OP 1 i BOT CHORD:2*4 NO.I&Btr OR DF -L IOTT 7 LL.DEFL.60-0.00 < L/360 WEBS :2*4 STANDARD GR DF -L gas===o=oaooaaaac._====a.a=aoSssaa:aoc=oo=======ac=aaaam�a=o===ano==aaoamassaa=== ITR. INC . s LtJN+ls a l .15 PLATS w 1. l5 SPACING : 24.0 in. o. c. :EBETITIVE STR33SSES USED NO. OF MEMBERS = 1 IFLECTION(IN.) L.L- O.O0.D.L■O.00,T.L■0.00 XE8 ARM MITER M20-186,14? MANUFACTURED RM ASTN A 446 4RD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE NUS? BB INSTALLED ON EACH FACE OF JOINT, SYNNETRICALLY(SXCEPT AB SHOWN)DESIGN CONFORRS VITH ND8 01810H SPECS, UBC-96,TPI-0 ill DESIGN I3 FOR T1tU88 FAVRICATICH ONLY.FOR PERMANENT AND TEMPORARY BRACING(YHICN 19 ALWAYS REOD)CONSULT SLOG ARCHITECT OR ENGINF11. MAR 0 6 1996 030-0 3Sfizu iifili'I 950I( 8Z£E ttz 9TOG OT:ZT 96/ZT/90 06/12/96 12:04 $916 244 3329 MOSS LXBR TRUSS MAR.12.1996 8: 53M m-=ee.+ceA.C.E.S Version 7.3»»---•......--.[ 747950 pCuQem�r#. MCAIP6,N��EL3 Truss ID Dl Spa 30-0 Quantity : 9 2014 NO. 297 P.6 ----Son ardTarw04415:27-29>1996 al Bo fft 81p,H 2-6 6./120 . r..--aa-r------wrmz----¢=-a-----zpim.aasaf�.af.f•foa.fs..-..o.oaaos.roasfai�fsaesvfsf 1-2. 7P6 7-80-751 FORCES - LOAD GSE i1 2 -10■ -187 6.80•187 REACTIONS SIZE 10a=1172 3.50 996 2-3■ 863 8-92-64 3.10.-1147 1�-1172 3. �0 3.4.-475 9-10-44 3-9m 464 4.5m-479 4-9• 11i 3-60B53 5-90464 6-70796 5.8--1147 PLATO OFFSETS(xaLSFT,YmTOP)1CJ9i4,2),(SYMlIBTRIC PLATIRM MMMED Ott) (3-3 Or -KING & BFIAOING .+ "WED AT SUPPORT: sx6 H SLOCKING & 13RA01Na RMUIRED AT SUPPORT: tw — SX$ CONNlCTFOR30 _ UK$). UPLDIT. sxa 05- e -s -a a-a-ra a -6-a e• -a -a -- a -a XL BT14 �OLRSYSE37j0-i RRL f4=ai91LM HIG OTI SPAN RIc; TMTRT-- aNOW amfC�OtC7aaafmzgOaz�m�e3rsz.QaCo===z:zz�zz-zz.aw.eafff■OfYfflffff..z..szsfQcmmasm¢ LOADING (PSFZ MAX STRESSES MINIMUM GRADE OF Li]MBER L D TOP 1-2d0 332 TOP CHORD:2*6 No.2 GR DF -L TOP 16 is BOTT 9-10=6.404 BOT CHORD:2t4 No.7.&Btr GR DF -L BOTT. 0 7 LL.DBFL.@9=0.02 < L/360 WEBS r2+4 STANDARD -GR DF-L =�mQa.s..amasos�mibta-mas.a¢�=�asam-f ARa��¢3mtfffffmaa�avm�i-�Qa�a=aa.aaaa:fffasaa�ae SREPETITIVELSTRRESSH USED = 1. 3.5 SPACING " 24.0 in. o. c. DB N1RMSERS : 1 vem 2.10; 6.8 TO Be 2'6 N0.2 OR DF -L Y111 4.9 TO BE 2+4 Ma.Mtr OR DF -1. DEFLECTICKIN.) L.Lm 0.OE,D.Lf0.02,T.L=0.O4 TRM NAS BEV CHECKED FOR 10 POF NOH-OONCIIRHONT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTCN CHORD PER YABLE 16-9, UBC -94 PLATES ARE NITEK M20-TD6,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEHL(EYCEPT AS 9HO1103 PLATO MUST RE INSTALLED ON EACH FACE OF JO1Nt, STIGIETRICALLYCIXCEPT AS SHOYN)DESIGM COMFORHS PITH NDS DESIGN SPECS, UBC-94,TPI.95 THIS DESIGN 13 FOR TRUSS FABRICATION ONLY.FOII PERMANENT ANO TEMPORARY RRACING(4HICH 12 ALWAY8 REQD)CONBULT BLDG ARCHITECT OR ENQIMEHR. MAR 12196 14:27 FR TO MOSS LUMBER P.12i13 aamt444A.C.B.S ver ion 7.Z»»aasascaaaRsn( 747977 jai,eaaaaraoaoa«GGiK SS»»isa Cup cm_ MCDAN LLS Mon Mar 04 15x29;48 1996 -Pro ject : RigH1102 QTru6s . ID DS d- D2 6 Fw it ##hh sp cial ` Y .: 1 12 Do� p tch- i 6: -- ... 3-7 6.IL2, aii�is�aa+sail=a-=cac:a-aaissa�@�ftoia�visiaaiss==Ciii�aiiai iiilaQCC7@�i�esssas=aac= REACTJON4 - 50 . 3APPROVED FOR KITEK IRWJSTRIES INC. 1A-768 3.50 9--788 3.50 PLATE OFFSETS CX*LQ/T,Y■TOP):Cj104,Z,011.4,21, Ei1Zx3,23,(S'tMVRIC PUTINQ TURN® W) M. '4 1996 -+moo BLaCRma a �t iiryaa BLOCKING 8 BRACING3Xs R6C)I1IRED AT 8UPPCtAT: FQn1IlJRED A7"SUPPORT: Sxs 3x4 s_s _ 19-R �s-�c = S 7-0 � 7-0 2-5' RL TO PX:0-5-4 INTERNAL RISg-3-6 R. HI+ TO PR :0-5-4 + HEIGHT.-l-4-6SPAN.1A-nn sic-_ ., �. ai=aai�ri-iiaaQaai+daoaiiiC=S=maaiiiiC@CCCmiiii4WRiiWipwaWar aCOCnaoorisissa=aiiarr AADINC L(PSFZ MAX STRESSES MINIMUM GRADE OF LUMBER ,OR 16 15 80TT 11-12-07442 BOT CCHORRDD:22t4 N0.2 GR DF -L 1=wm 0 7 LL.D$FL.®tl-6.1S c Lf360 WEBS :2*4 STANDARD GR DF -L �aaa=:milia.rioaa�aezraii4aQe=aia�aias=aaisaaaa«amespoariaiiii-iieiia�ess�e==aeaaaa:i 'TR INC.: LUM - 1.18 PLATE a 1.I5 jgACa j'�MB�S onl o- • c . S�P$TITZVS STRESSES USED J8: 1-i� 8-9 TO PE 2% NO -2 6R DF -L . IFLECTIONCIN.) L.La 0.1s,D.Lo0.20,T.Lw0.3S Wa RAG BEEN OfMCXED FOR 10 PIF KOK-CORCURUNT LIVE Lm AND 5.00 P8F DEAD I= ON MTOR CNORD PEIt TABLE RTES ARE NITIK IQO.18E,lu xARUFACTURED FROII AM A "S GIMA GALVANIZED STEC 6LtS BPT At LHMW) 16.8, UBC-01. ATE msT 09 INBTALL0 ON EAC" FACE OF juna. SITNNETAICALLYCBXGiPT AS $MW)DE�JON CONFORMS WITII IM DESIGN SP8C4, UBC-pG,Y08-91 116 DESIGN Is F� TRIR:B FMRICATIOR ONLY -►DR PERMANENT AND TOWORART BRACINO(WNICN IS ALWAYS AM)CONSULT BLDG ARCHITECT OR ENGINEER- 08/12/96 12:06 V916 244 3329 MOSS LMBR TRUSS MAR.12.1996 9:54AM ,sa=a4-4cA.C.$.S Version 747953 proELS jeccttr#: RE1 92 Truss ID : DSG .Span : 30-0 Quantity - 1 9 016 N0.297 P.8 =======aassssQQ<4moSg>7 ».=a Son qt!cm ar#04:1spcM 1996 ;OR . = 6-%12 2-6 6./12, P ara...�ssss�======ozm.���sww��...sus.rasa.sssssoos=o=�=ssasamsarusarsssaaoaac.ca=cz.: PLATE OPISITS (XULIFT,Y■TOP): Q9=.,23,(STMMITR1C PLATING 7MIM•CM) 0-5 $XB BLOCMNCI a BRACING REQUIRED AT SUPPORT: Mme ¢Coo-" 04a> -.N 4 13LOCKM A MkVING REQUIRED AT SUPPORT: CONNECT f0RGjC_0 L8(6). UPLIFT. t 8-5-8 I� 1's-0 I 21-6-A i 30-0 � 5-5-8 8-e-8 8-6-6 6-3-5 EL PTT HEIGHT:0-6-1g _ _SPAN:3Q--OTS RZSRRI3L37-0-1 RtGHHTT TO HA-6-14 LOADING ® (PS F m � MAX STRESSES ����m•••••,•••MINIMUMUMMUMsGRAD $$c=OF=LOMBERaa,�,.�....... TOP 1-2wO 3323a TOP CH RD: *6 N0. GR DF} -LD TOP 1 I7 LL DEFL. ®9m0.0a4< L/3 60 WWEBS��� . 2 t4 STMMARD 'GR DF-YLi @q�..iaasaSss=000____ava■=M;axmm0m==== PIL�ED=1.y5 os=C=Fasas�w07COtat 2t.8 iQO�o. �c3i.RESTTIVBSTRESSM Sn. OF R i/tBacamm =9 3.10; 6.8 TO BE 2.6 N0.2 at DF -L Mt 4.9 to BE 2*4 Ye.lUtr OR OF -L wn BRACE vEitTIGAL =as IN ACCORDARM WITH THE STANDARD) QABLE END DETAIL, CONN. WIXL PLATES AT EACH END. 02111,6CTIONCIN.) L.L■ 0.02,O.LAO.OZ,T.L■0.04 ' 1111135 HAS BEEN CHECCED FOR 10 PSF NON-COMURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BETTOR CHORD Pal TABLE 16-3, URC -94 PLATR9 ARE MITIM MM -186,147 MANUFACTURED !'M ASTM A 466 ORD A OALVANIZ® 3THEL(EXCEPT AE SHOWN) PLATE MUST BE INSTALLED ON EACH PACE OF JOINT, SYMWRIC,ALLT(EXCEPT At SHONM)OESIGN CONFORMS HITS NDS DESIGN SPECS, UUC-94,TPI-93 THIS DE1f(IN 18 FOR TRUSS FABRICATION ONLY.FOR PQRMANHNT AND TEMPORARY ARACING(UHICH IS ALWAYS REGO)CONSULT BLDG ARCHITECT OR ENGINMR. FORCES - LOAD CAGE #1 REACTION$ - SIZE 1-2- 796 7 -8■ -751 3 -10■ -187 6 -8■ -187 10n-11nS-MAR Z-32 883 8 -9n -"3 -111 -1108■ -1172 3_ 3-4•-475 9-100-K 3-90 4N 4-4x•475 10 -1■ -751 4.9. 115 ftjf7;_ 5-6080 3-9• 64 6-r■ 798 9 -es -1117 PLATE OPISITS (XULIFT,Y■TOP): Q9=.,23,(STMMITR1C PLATING 7MIM•CM) 0-5 $XB BLOCMNCI a BRACING REQUIRED AT SUPPORT: Mme ¢Coo-" 04a> -.N 4 13LOCKM A MkVING REQUIRED AT SUPPORT: CONNECT f0RGjC_0 L8(6). UPLIFT. t 8-5-8 I� 1's-0 I 21-6-A i 30-0 � 5-5-8 8-e-8 8-6-6 6-3-5 EL PTT HEIGHT:0-6-1g _ _SPAN:3Q--OTS RZSRRI3L37-0-1 RtGHHTT TO HA-6-14 LOADING ® (PS F m � MAX STRESSES ����m•••••,•••MINIMUMUMMUMsGRAD $$c=OF=LOMBERaa,�,.�....... TOP 1-2wO 3323a TOP CH RD: *6 N0. GR DF} -LD TOP 1 I7 LL DEFL. ®9m0.0a4< L/3 60 WWEBS��� . 2 t4 STMMARD 'GR DF-YLi @q�..iaasaSss=000____ava■=M;axmm0m==== PIL�ED=1.y5 os=C=Fasas�w07COtat 2t.8 iQO�o. �c3i.RESTTIVBSTRESSM Sn. OF R i/tBacamm =9 3.10; 6.8 TO BE 2.6 N0.2 at DF -L Mt 4.9 to BE 2*4 Ye.lUtr OR OF -L wn BRACE vEitTIGAL =as IN ACCORDARM WITH THE STANDARD) QABLE END DETAIL, CONN. WIXL PLATES AT EACH END. 02111,6CTIONCIN.) L.L■ 0.02,O.LAO.OZ,T.L■0.04 ' 1111135 HAS BEEN CHECCED FOR 10 PSF NON-COMURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BETTOR CHORD Pal TABLE 16-3, URC -94 PLATR9 ARE MITIM MM -186,147 MANUFACTURED !'M ASTM A 466 ORD A OALVANIZ® 3THEL(EXCEPT AE SHOWN) PLATE MUST BE INSTALLED ON EACH PACE OF JOINT, SYMWRIC,ALLT(EXCEPT At SHONM)OESIGN CONFORMS HITS NDS DESIGN SPECS, UUC-94,TPI-93 THIS DE1f(IN 18 FOR TRUSS FABRICATION ONLY.FOR PQRMANHNT AND TEMPORARY ARACING(UHICH IS ALWAYS REGO)CONSULT BLDG ARCHITECT OR ENGINMR. /1"L/Htf 1z: U0 O MAR.12.096 8:52AM rmm44«A. C_.B . S Version 747949 Pro a MMM66I9T2SLS J- D eat # Trus® ID DO 30-0 Quantity : 5 2-4p ,/128 mm.ammlmzas===aQassaaeams===z....vl:es.�maamlmlam FORCES - LOAD CASE i1 REACTIONS - SIZE 1-2e-2666 5-6m 2507 2.8. 194 1-1161 3.50 2-3s-1419 6-7- 2507 2-7�-127t 5m-1161 3.5 3-40-1419 7 -am 2307 3-7=702 4-50.2666 $-I= 2507 4-7-.-1271 • 4.6� 10G PLATE OFPSETS(XrLEPT,Ya?W)iCJ7n4,2I,(SYNMETRIC PLATING TURNED 09) \1 Sx6 NO. 297 P.5 lmmmmmmmmmmmU044.4 Mon -Mar 04 15:27.24 1996 Family # : sp 7c al . Top Bitch I Q.�12 l ammmrm m !m m m mmi m! m !!! mmmm m m APPROVED M ATEX SES INC. "O. C04w19 W. 040." 1x4 3x8 • 1x4 6-0 is -0 24-2 3d=C t t $-0 9-0 9-0 6-0 xe L RL TO PKs6-3-14R. HL TO PR :6-3-14 � UFT mHEsisHTa4a5l1mml:m.slSPANw3_aaemeosmmasoalSB:m_ _�aaaamsammsscIGHTxHEosHTasmomamomm LOADING} (PS F� �Mpp STRESSESMINIMUMTOP MUMCHOGRADE N LUMBER DF-L' TOP 1$L$ i5 BOTT 3-810.$04 BOT CHORD:2*4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.418!0.10 t L/360 WEBS :2*4 STANDARD CSR DF -L mas...rsammmvmaraoz_zao®mmmmmacaazoaaala!lmmmmmmsmmlarmsmammmmmaa:Haan=�amslmmmmwmmm ILED� PACkhmmi 3 p inO. ' C. REPETITIVE US�OFFai i Wee 2-7; 4.7 BRACED at 112 POINTS AS SHOW( ABOVE 8oty Use 1x4 or 2n3 Cont.Breoins com.w/2.Od not Ls,or 7-brace.of Game size and grade as web corm. to narrow face w/10d rmfIs B in. o.c DEFLICTION(IH.) L.Lm 0.10,D.L=0.13,T.L=0.23 TALUS HAS DEEM CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-5, USC -94 PLATES ARE kITEX k20.186,147 MANUFACTURED RM Amll A 446 GRD A GALVANIZED STEEL(EYCEPT AS GOMM) PLATE MUST EE INSTALLED ON EACH FACE OF JOINT, STNKETRICALLY(EKCEPT AS SHMIDESION CONFORMS WITH NDS DESION SPECS, UBC-94,TPI.95 THIS 019IGN 19 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMRARY BRACIRG(WHICH 18 ALWLYB REGD)CONSULT 9013 ARCHITECT OR INOIN89R. 06/12/96 12: 02 0816 244 3328 MOSS L.IIBR TRUSS Z013 MRP L2'S6 14:23 FR �0 MOSS LUMBER P.04i13 ,aff«<iA,.C.Z.S Version 7.2»»m=zmaa=:!lamt 741947 ff=f!«aaamnffat�t6M tS, ».�.4r Cus omer : MCDA1�NTIELS Mon.ttar "04 .15: 08 199E prop ect #: RE1692 Truss ID : Cl Fa=l # s cial SP 16-10 Quantity i ToP;toh : 4p.12 3-9 6./12, Hotp p1tch : 6.712 IIQGifffffL.-mfOm QCi3fjpf CiC6ff GSODl GI t!!/LOGS Ql C3ilmmG=.-j. �flQfiimtl mlpfOSl C��lQel.� :C=7�� RZACTION8 - iIZE APPROVED PoR Him DIDUSTRICS INC. 16* -692 5-50 MAR i 1996 12•-6923.50 !LATE 0FF8ET8 (x+LEn,Tg;TOP):CJ14K,2,(ST)Yume PLATINd TLBmED DN) BLACKING & BAAGINt RECLIMED AT SUPPOR 0-8 N0. COM19 E73 o%vag6 t SX6 SX>3 t 3 4 r„ ��T>lec�st ILOCl0N0 & SRACIN SQUIRED AT SUPPol 12-S 1 1 -1 ata- -9-5-5 4—a 4-0 3-6-8 0-10- L. RL TO PK: 0p-5-4 INTERXAL RISS:3-9-4 R. HL TO PK :0-5-4 LEFT EBIGHT:2-4-6 SPAN:16-10 RISE:6-6-1 RIGHT HEIGHT:2-4-6 -3�3=maEat=mQ7aCCmasf�f a=ffa�sff==��i=�fa�as==m�Oftaasci�lfsassasmRf lfmGC=-Zifoa==.E LOADING (PS% MAX SZRESSSS MINIMUM GRADS OF LUMBER L TOP -6=0 104 "TOP CHORDi2Z*6 N0.2 GR DF -L TOP 16 15 BOTT I3-14-0 169 BOT CHORDi2*4 No.I&Btr GR ITP -L BOTT 0 7 LL.DEFL-013=0.02 < L/360 WEBS :2*4 STANDARD GR DF -L a = Nm=T=mqpf�e�•sLgpQ�mffcs�esscf!laafwosccaslOamc=aaCoafs=silee�acmaa=ofcaffa=Sas! STR.INC.LUMB .• 1.15 PLATS = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMERS - 1 PROVIDE 204 CONTINUOUS PACINQ AT vaTtm CHORD NOT EXCEEDING 10, 0.C. OVER DROPPED BOTTOK CHORD AREAS YHERE CEILING IS NOT APPLIED. )EFLECTIONCTH-) L -Lw 0.02,D.L%0.03,T.L*0.05 MXS HAS BEEN CHECI= FOR 10 PSF h=-CONCINNENT LIVE LOAD Alm 5.00 PSF DEAD LOAD ON BOTTOK CR= PER TABLE 16-8, LMC -9i MATES ARE NtTlK 1(20.136,167 RARUFACIVRED PROM ASTM A 446 0R0 A GALVANIZED 3TM(E 6tra AS ShcW) SLATE NXT BE INGTALLED ON EACH FACE OF JOINT, SIVIETRICALLYCEXCEPT AS fII=)DES30$ COIIFORl16 iRTB NDS DESIGN SPICE, LLBC-94,1Iflb•97 tMIS 0951= IS PCR TgtJSS FABRICATION ONLT.iOR PERKANENT AND TEKPORART W=1110000 13 AMTS REMO)CONSILT BLDG ARCHITECT OR ENGIAEEA. 06/12/96 11:66 $916 244 3329 MOSS LXBR TRUSS 19007 MAR•12.1996 8:52AM N0.297 P.3 seg««DR.AWING>y»�-�m�=�acco===sc:a 747942 aQsna:asa sss�:3c=C<i<MQ887Sy�be��r 8';®met I MCDAN RLS on Mar#04.11x26:36 1996 Project #�: 2281.09 es m Ac3H M u F'amil ` Qu�1�cltity 4 Top DTtCh , 6 . �12 111-GeaaaaoWawa==saayes-:NOTES: ble stud Spaced at 16 inch s O.C. 2 -Brace vertical etuds in c or ance wi b stasidard gable end detail 3 - contiq,mr�uous be rin rovi�e� a on ent re bottom chord 4 -Provide 1X4 platel it each en o gable stud unless otherwise noted 4-3 T -s -a s ze-e-sa as o ie-� T 9 4 B -B -SB i -s-7.8 �7-3--T GNi L. HL TO PK:15-7-19 R. HL !0 PM :13-7-19 LEFT HEIOHT:e-b-6 SPM:29-8 RIGHT HBIGHT:8-b-6 Mumma mssssmac=sasr,�msmQafssasa=r=�asaasras own aaiam"Wa3assoammc�=====saaaaaMMap a MsaADING L(PSF) MAX STRESSES FOP OgG ADE OF oL2 BEGR DF -L TOP • 15 is BOT CHORD:2*4 No.I&Btr GR DF -L BOTT 0 7 LL.DEFL.®0=0.00 < L/360 WEBS :2*4 STANDARD GR DF -L m==�J SssaC===CCQo�Ca�=s aria mCiamm8CC=3Q-.aaa=i m•.4ams==-J �lavC•Y.o m�aC®oCQ��aCaa�7ae�m?�m.,9 MP 3 TZTI�ISL MB.ESSESI5 Pr TE 1.15 SPACING : 24.0 in. o. c. NO. OF MEMBERS a 1 DIFUCTIONCIM.) L.L■ 0.00 MO*00,T.La0.00 PLATES ARE MITEK 120-586,;47 KANUFACTURBD FROM ASTH A 446 GRD A GALVANIEQD SISEL(EUEPT AS Sow PLATE MUST BE INSTALL® ON EACH FACE OF JOINT, SMETRICALLT(EXCM A8 89OYYIDESION CONFORKE WITH NDS DESIGN SPECS, UBC-96;TPI-95 THIS DESIGN 18 FOR TRUSS FABRICATtOH OULY.FOR PERMANENT AND TENPORAQY BRACIRE(WHICH IS ALWAYS REW)COHSULT BLDG ARCHITECT OR ENGINEER. MAR 0 6 10 W. t6w*6 Uo/IGiLiu 11: or "Ulo 444 oacd nUaa L.nmm INUaa -%2 U MAR.12.1996 8:51AM N0.297 P.2 mmw<<c<A. C. E . S Varsion 7 . Za»>==..=a.=.... [ 747941 ] ____===..e.w..««MOSS»»oar, 8 Omer' 1 MCDANIELB Mon �yJar 04 15:26x31 1996 G op # 228Y.892- Truss A 1Fbami'Ytah : 6. 12 37 am_=x:maaawa:x====__xaawaswawlw!lam�rawlawaawwwwwmaw:ac=o .�ewswwawowxe=aoaamam�r. FORCES •LOAD CASE 01 REACTION3 - 3I?.B APPROVED YOR HITEI( INDUSTRIES INC. 1.2s-1640 5-62 1450 2-7--3L8 1■ -1085 3.50 2-30-14ZZ 6.7m 1003 3-7.504 5-•108'5 3.50 3-k-1422 7-101430 3-6- 505 4-5¢1610 4-6=-348 PLATE OFFSETS CXzLEFT,Y■TOP):IJM,M ,(InINITRIC PLATING TURNED ON) 5 7-- 6 3-4 5-- 14-Q � Q2 12 { 2at"A -5 B-8-12 -8-12 7-3-4 356 3x5 394 s 9-6-3 19-3-13 .i 28-0 { 9-8-3 5-11-11 9-6-3 �" ill L. HL TO PR:13-7-13 R. HL TO PR ;15-7-13 LEFT REIGHT:0-6-6 SPAN128-0 RISE:7-6-6 RIGHT HEIGHT:0-6-6 oasaaaasc�=�aaOcx====aaa�x4aDwaasoa.:.a�oa„ammom=o=�oc.ae=ssaomaaa!lOa�w.aamaxmam LOADING (PSPL MAX ST88 SES MINIMUM GRADE OF LQMBE& . L TOP 1- -0.315 TOP MoRDt12*g No. GR DF -L TOP o=a�lgis ROTTae.�..a...mLL.D =aw.n0:.04 BOT CHARDT2*4 No.l&Str GR DAF -L BOTT 0 7 LL.DF,FL.®6+0.04 a L/360 WEBS :2*4 STANDARD GR DF -L g � �T Tag tCxnwmwwwmaswawaaraa=ec3aawa.:a�s.w+w+sso...aw.=saa &$DEZ'ITIVSLSTRHSSE�I5 Y TE " 1'15 SPACING 24.0 in, O. c. NO. OF MWMEAS w 1 DEFLBClION(IN-) L.L■ 0.04,D.Lr0.O9,T.L�.09 TRUSS HAS BEEN C11ECIM0 FOR 10 PSP NON-CONCURRERT LIVE LOAD AND 5.00 PsF D1!AO IOAO OEI BOTTOM CHORD PER TABLE 16-E, UBC -94 PLATER ARE MITEIC M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STF-OW 09EPT AS CHORD PLATE MUST 3E INSTALLED ON EACH FACE OF JOINT, sYMMMICALLY(OWT AS SROYN)DESIGH CONFOW WITH NDS DESIGN SPECS, U8C-9L,TPI-D5 THIS DECIGN 18 FOR TRU43 FABRICATION ONLY.FOR PERMANENT AND TEMPORARY ERACING(WHICH It ALVAYS M)CONSULT BLDG ARCHITECT OR ENGINCZR, MRR.12.1996 8353:m ••=«,ccA. C. R. S Version . �roo act #p 1 ECD.MELS 7.2»»w mmmwwmwwmwm E 7479S2 Truss Xb : CGS Quantity : N0.297 P.7 `Mon�Myar 0415.27.431996 F P teh : PTCZ-6 S./12 80 ptCh 6./12 ■wcft=wmwwmmm— mwmmm ==m==Q wv=ww a=RON@-r�■it� �sfa40-_ WE OEPS1178 CULEFT.YPTOP)tC)9w4,Z ,(8YNKETRIC PLATING TURNED. ON) 3J3 • 3J4 . 516 Big SIB 7C t}ilfi.05�9d �! ClNiL. $OR22-0 28-0 OI► 4-0 6-0 BLOCKING a BRACING 315 $160URW AT SUPPORT 5Y66 \\ 3J5 CONN= FOR 2Q> LD(a). t B -S -t3 14-0 4 21-6-8 i 28-0 t 6-5-23 7-6-8 7-6-8 6-6-8 mrx RRIGHS0-6-14 SPAN:28-0 JML RISRISB.6-6-1 RIGHT HEIGHT. -076-14 i�soo��moameeuesaaa�esa�.acs=naaiw--- maw--ss�owrsa�== sssaass�a�es�amaao�o�:roca=c=o=sa AppAppDING MAX STRESSES ggMI25 IN�NIMUM GRADE OF LUMBER GG L OTT 10 17 LL SF ®9m030594 L/360 WEBS t2*4 STAND&ARDDOR DF-L -ao<rf..M,��I�irr`■,r�taC��asst@@@wirrw,wlCC=a ca�awt ��a@�,RA@O@@m@n��na�==�=�ass,AZ<iR@CBi�Caiw: FR. INC.: LUMS = 1.1S PLATE = 1.15 SPACING- 24.0 in. o. c. EPi3TITIVE STRESSES USED NO. OF DO MBERS m 1 NI 22-10: 6-8 TO BE M NO.2 Sit DF -L IOVIDI 2*4 CONTIMM BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O,C, CMR DROPPED BOTTOK CHORD AREAS WHERE CEILING tZ NOT APPLIIM. YM# BRACE VERTICAL BTUDi IN ACCORDANCE MITI THE STANDARD MBLE END DETAIL, LYNN. 1IZA PLATIS AT EACH IND. (FLiCTIONtIN.) L•N0'O,OS,D.L■0.07,T.L■0.12 CUSS Pts BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PBF DEAD LOAD ON BOTTOM CHORD PER TABLE 1". UBC -94 ,ATE$ ARE HITU WO -1863147 MANUFACTURED FROM ASTM A 446 W A GALVANIZED STEELCENCEPT 144 31100) .ATE MUST BH INSTALLED ON EACH FACE OF JOINT, BY*(lTRICALLYCEXCF.PT AS amMR)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-94,TPI-PS 119 DEVON 10 FOR TRUBi FABRICATION ONLY,FOR PEMNBNT'ANO TEMPORARY BRACING(WHICH 10 ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. FORCES ' LOAD CASE 01 REACTIONS - SI22I 1 -Z■ -1473 2.3x1 'AIB T-8.-751 25.9= 387 2-10•-W 6 -8■ -189 3 -10■ -294 1■ -758 5.1 Bw-1616 5. Q 3 -4■ -1348 9-100 1626 3 -9■ -249 ptt0 4-1m-1346 10.1■ 1384 4.90 9SB 5-60 883 5.9= SID Y` 6.7. 7% S -E=-1739 WE OEPS1178 CULEFT.YPTOP)tC)9w4,Z ,(8YNKETRIC PLATING TURNED. ON) 3J3 • 3J4 . 516 Big SIB 7C t}ilfi.05�9d �! ClNiL. $OR22-0 28-0 OI► 4-0 6-0 BLOCKING a BRACING 315 $160URW AT SUPPORT 5Y66 \\ 3J5 CONN= FOR 2Q> LD(a). t B -S -t3 14-0 4 21-6-8 i 28-0 t 6-5-23 7-6-8 7-6-8 6-6-8 mrx RRIGHS0-6-14 SPAN:28-0 JML RISRISB.6-6-1 RIGHT HEIGHT. -076-14 i�soo��moameeuesaaa�esa�.acs=naaiw--- maw--ss�owrsa�== sssaass�a�es�amaao�o�:roca=c=o=sa AppAppDING MAX STRESSES ggMI25 IN�NIMUM GRADE OF LUMBER GG L OTT 10 17 LL SF ®9m030594 L/360 WEBS t2*4 STAND&ARDDOR DF-L -ao<rf..M,��I�irr`■,r�taC��asst@@@wirrw,wlCC=a ca�awt ��a@�,RA@O@@m@n��na�==�=�ass,AZ<iR@CBi�Caiw: FR. INC.: LUMS = 1.1S PLATE = 1.15 SPACING- 24.0 in. o. c. EPi3TITIVE STRESSES USED NO. OF DO MBERS m 1 NI 22-10: 6-8 TO BE M NO.2 Sit DF -L IOVIDI 2*4 CONTIMM BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O,C, CMR DROPPED BOTTOK CHORD AREAS WHERE CEILING tZ NOT APPLIIM. YM# BRACE VERTICAL BTUDi IN ACCORDANCE MITI THE STANDARD MBLE END DETAIL, LYNN. 1IZA PLATIS AT EACH IND. (FLiCTIONtIN.) L•N0'O,OS,D.L■0.07,T.L■0.12 CUSS Pts BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PBF DEAD LOAD ON BOTTOM CHORD PER TABLE 1". UBC -94 ,ATE$ ARE HITU WO -1863147 MANUFACTURED FROM ASTM A 446 W A GALVANIZED STEELCENCEPT 144 31100) .ATE MUST BH INSTALLED ON EACH FACE OF JOINT, BY*(lTRICALLYCEXCF.PT AS amMR)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-94,TPI-PS 119 DEVON 10 FOR TRUBi FABRICATION ONLY,FOR PEMNBNT'ANO TEMPORARY BRACING(WHICH 10 ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. 0 e MHY U'96 10:45 FR M) TO MOSS LUMBER P-05/06 saaC<CeA. C.B.3 V@ZSiOA slromer : MCDANins pro3act #: RH169 ss ID 02/ 7bVA- mAy2, 15:29.35 JQ Quantity : 3-7 6./12, BSpelt ; 16-10 Tru12 ot ff tch 6./12 a asaosaax=smsamr�o.smsaaa.aaaraaacsaaaasaltsaaaaaaavaasaaa...wvaaas�asae�sassas=5i 18.6 I011f 5.50 APPROYID FCR XITEX:INOutTRIEf INC. T"� 5.50 3.50 -ATE OPfSBTS 0i■tG0T,Y-tCV)(j1o.3,2J,Cj11�G,27,(jIZ--3,Tj,tS1IOtYTRiG PUTILC.fYRNIp OA3 3X6 s 3x4 TB -in 5x6 I L. HI, TO P�RR:0-S-4 LEFT HEIGHT:1-4-6 SPAN:1&-1Bp��' RISK $9646-1 HL TO GH :0-5-4 LOsDI ram(pSp owozQ�se><eras_xmwo:�aaiwwwcca-.oaowovsoiaaaza IGH'1'wHEI(3HTmal.�ma6aaaa LOADING L (PSFL MAX STRESSES MINIMUM GRADE OF LVMER BOTT 1p 5 TOP 3-4r0 223 TOP CggRD.2*6 N0.2 GR'DP-L 25 BOTT 11-22-6.2j85 WEB Z8 CFI RDs *4� SN�O7:�fI&Btr G$ DF -L mmw�a����st:t�.noesaara=_DE8Lam11=0��Jreaass/i6zaLS^ ��2.*4 S :�S ¢SaTGR DF-11=oi: SSTTSR IY�+TC • LUNE �• 15 PLATE•.= 1•.15 p'� GR DP -L REPBTITlTS STRESSES USED SPACING - 24.0 ;tn. o. c. No. OF MBi�SRS .� 1 YEBt 1-2? 8-9 TO QE 2'6 No.2 cap oF•L 05PLECtl(WIH.) L.Ls 0.05,0-L00.07,T-La0.13 7H= RAE RW C"MiO FOR 10 PSF X01-CONCI7RREBf LIVE LaAD AND 5.00 PSF OOAD LOAF OW BOTTOM C90RD PER TA$Lfi 16-B, UBC -94 1 PLATER ARE MTTEX M20-136,147 MAKUFACTww FRCH ASTM 4G6 ORD A GALYAXIIfd S12it,tiXtiPT Ai 5901dQ PLATE XiaT YE IXBfALLID oX EACB PACE OF JOINT, iTMMMALLY(MEDT A6 SMM)DEeION CONFORMS WITH XOS MacauSPECS, USC-94,NDS=91 TBIB 09MOM IS FOR TRUSS FABRICATIOR WXY-FOR P�M AND TAY B*CIBQ(WICN 19 ALYArs RM)COMSi1LT BLDG ARCHITECT OR 890INiER nRY 3'96 10:46 FR it .: TO MOSS LUMBER P.06i06 aaeet«GA.C-$. 7.,z»1lrmaaaraa�r..•,t 1 (1mAr 2 fpVtoTion LS r��avm�aww.•r�tG«MOSS»?>w� S ojQct : 16-181 -�i� NJl letart Ii -1 Ttu�a iD 1 094 : • t�aG111y �, 2. 1445p44]7I=¢ 199• Quantity S vc pIclal rcii 3-7 6./12, - ... .. --aoaaQrarsaasaaams=aaasaaasa.rrry:raarraaarIIaaaaaaa:=aaaa�aazsrmaaaa:a��i�aae•�a. lEACTj071$ - OIZB AVFtiOvlO FaA It1t7i1C fYOOS?A2ii AMC. Mir I fl P TC~ OFiG[T9 (X.lEFt,Y�ro►)(j10.J,2),C1ii-4,21.(112�0.21.(Stp¢1RIC PLATZKO Tutm ON) c oro o- Ham- ,-8- s-a- a 2 axe 3745 • i4 3x4 -1 —_ i3-12-5 • iB to 3X6 2-108 s_g I S-8-8 LL HL TO PK•A.S-d INTERNAL RISE a 9 6 LIs>� AEIGHT:1-a-6 SPARSIS.10 R. HL To PR :0-S-4 r w-rww...`.rwwrwwaaaaaLy�ww ifS$o 6-6-I RIGHT HEIGHT:1-4-6 LOADIPIC; L(P9P} srwwrrranaaaarrasaaaarRea=srarsoewrwe�ar:asamrstaivac� D TOP tJ3T:�STREgSSES �M O o.7. c3& DF -L 10 I i 1 -111-0. 5 o.2&8tr GR DF -L ... nE>:'� . Q11- ROT ° 2 snana�acaxasarrrrwrrwro--- O • S a L�760 WI�$b` =a+q $TAMAI23 GR DF -L g 3NC. t J-�"w .w 7rataaairi±rrrw. ��w-raa�as-raraa�a.waaar 'F7TITINM 8TrMS 0130 USED L r SPACINI3 24.0 in. O. C. a=a-carr■ 1 5M: 1-s: a -Y To ae re Ko.t GR wNO. OF mfta g•L , NOTE' APACE VUTICAL STUN IM ACCUMCE O TH TAF, 8tAA0Ai0 aAAtH IM DiTA1L DBFLECTIGNOW.) LA- 0_AS,n.lvn.ff7,T.Lwa.t3 + CORN. Wvu n4t� AT AACNTmg ANv. PLAU Hit OiAN x W.V 1 FOR 10 V NON-OONt�fAAC7iT LlIY Low AND 9.40 ►6F WM LOA4 C( WrrC 1 C� pa TAALb 16•H, CIBC-Sw PLAIpO AN NlTGIC If20 ISS,is7 MAl1ufAC(URED FROM AVX A iib 0101 A VALVANIZED STQEL(SMM AQ WW) TAAr3 9810 18 p5OTALLCD ON EACH FACZETION OF .Wtxt, artacEgrtLT(WJK AS sRaa)DES:CN CORFOW Y:TN MDS DCS:OM WEC3. UBG•Df,Aac•511 THIS Otti1GN AS PON f1tiA8 1A8R1CATfON CNL7.FOR PEA?fAMERT AN Tt1WORAAT CRACtNpc UCK IS AtWTA RFOD)®ISW Ifi,�gG.GA fiNGIYiER. NO.0004419 v cry 'O� Oa Vi ** TUTAL PRGE.006 ** T00g1 SsflHl Hmn sson em m 9Te%z 09:TT 96/ZT/90 06/12/96 12:00 MAR 12196 14:26 FR ., $816 244 3329 MOSS I.,ILBR TRUSS liff 011 'TO MOSS LUMBER nPAki ems«<<A. C $ , S V sion i . Z»»_II=sss:masem ( 747969 mum===. e caner MCD ELS pp ect #= x8109 TruSS ID s CC BaAm ly 04: �cia1 1996 2-6 6./12, Quantity 4 TOP Pitch : 412 s==:.s esaa.sszrea eses.s=baa=cissa:=sbwsbssaswwss�¢am�swessasbbasn======Mumswr,o.e.s -IO►IJr - Ina3 S.SO VED 8I2E APPROFOR iyIM I�tMIES INC. 83 8■ -1360 3.so MAR 1 1 1946 PLATE OFFSETS (YdEFT.Y=TOP):II9a4_2f _[sYhmttftr w.w..,.......,� -.. BLOCKING & BRACING AEOUIRED AT SUPPORT: gbh 8-1-111-2-4 T 7-10-4 7-8-4 e -s-1 i L. EL TO PK:6-3-1Q R. HL TO PK :6-3-14 LEFT HEIGHT:0-6-1 SPAN -.28-0 RISB:6-6-1 EIB T &IGHBIaHT:0-6-1 --a=aaaaxsasaa=:b®ObC�DiOSabibbmsa�mas==wamwwwabs===2S.'bwwb.HT Bbbi=aa=aasYaa LOADING L(PBF� MAX STPMS£S MINIMUM GRADg OF L FR Z�Op 3-4.0.5Q8 TOP CHORD:2*6 No. GR DP -L TOP 16 15 BOTT g 1 ba -438 BOT CHORD: *� No.l&Htr GR DP -L BOTT 0 7 LL.DEFL.. .06 < L/360 WEBS �f. STANDARD CSR DF -L a�ramm�sssa=enaamaAC¢sa¢esbSi�-1bbsOassosse:asi�assss=aabepwss4bs.:a3s=trbasaastael■abms.e.o STR.INC.- LUMB.x.15 PLATE = 1.IS ARPSTITIVB STRESSES USED SPACING :'Z4. 0 in. O. C. NO. OF MSMB$R= 1 MED 3-9 BRACED at 1/2 POINTS AS EMU ASOVS .` Rots:tlw 13A or 24 Cons.Bracittq com.v/t-ad nalls,or T.hracs of so= afro and grade ss stab tam. to :se�eai face �y/tOd mils 6 In. o.c DEFLACTIONCIR.) L.Lt 0.06,0.L■0.OB,T.L■0.16 TRUSS US BEEN CRECCED FOR 10 PSF YOM-coxcaAENT LIVE LOAD AND 5.00 PSp DOD LGQ OA SMOII CHORD PER TABLE 16.9, VOC-94 KATE ARE )E 3U MAL -186,147 EACH FACE OF JO AM A 446 00 A GALVANIZED 879KL(OXCEPT AS ev") ►LATE !R]ST 8fi INSTALLED ON EALR FACE OF JDIRT. $V)MRICALLY(NxcEPT As smaw)oestam cOiOTORM3 WITH XDS DESIGN SpM, UBC -%,X05-91 fXI8 DESIGN 13 FOR TRUSS FABRICATION ONLY.FoR PERlikmr AND TEMPORARY gUMUCCUNICt I4 ALYAYs RM)CONWLT ELOO ARCHITECT OA MIMEER. 06/12/96 12:01 8`816 244 3329 MOSS LMBR TRUSS I 11012 MAR 12'96 14:23 FR TO P1055 TIBER P.03i13 44A -C.8.9 Veraioa af=.a==w 1 aV mer : MCDANIBLs 747946 l =._..=..MM.Q..��«ceMCS8»y:._w. sroaect: 4: aRSFi].6692 TrussQu=tID : C F�a=tpttilaLr�04 1�5p:227.00 1996 DD9 . Y 7 Bot plt� w 2-6 6.f12, � -/ w.wwwww.wwmaa=aOacaOc3_awa.wosomaaawon�*..w.r...�..a��a.acaacac. FOAC[C - LOAD W! tat at7vcs:sa■t=aaOw=oa• 1-T■-ti7s 7-i..7i1 2-10=-ii7 6-bo•181 REAt:lom - Un Z-f+-tf3i R 9. 397 3.70•-256 1■.%� 3.50 ]-L--S3iII P -1W to26 1.pe`•1G7i 5.50 `5.6m ag ao ,0-1.1� �.,. M 1 1 1495 4i-76 7% 3-9■ 103 5-90-1735 PLATE GFFL1aV 4Xn%FT,TmTOP):JJ94.2),(lVMMiC rurtue 355 S E-0 5116 NO. Cod00i0 OQTA1ofb BLOWNGI 4 BRACING REQUIRED AT SUPPORT: - 8-5-5- /-6-5 3>,,6 L•- 11L TO PR:{{,, -3-14 I MIT HEIGHT:O-6-Z 2� XTP -21,3-9 4 ppKK bb SPANS 8-0 RI88;6-6-1 RIGHT �TGSTaO=�.la s:www.wsawewwmm�oc=..rlwwwr..�.-.omaai00wa.fcIIa.tcaawwaemamaaaawew�sve..wwwarLri���. ww: :,()1'�TNG MIS =- MAR 'Ginsi8S mmmuM GRADE 08 L - !<OTT 1p is FSEn 7mU.32 TOP GRADE No. GGRR DF lr -10w0,5 g BOT CHORD: t4 NO.1&Rtr. GR D8-L 6d ;TR INC : ZUMB l I5 PLATS CR DF -L 1.L� BPAC fw�w.wwwwwi�.ywwttiOa=>�•wwf=z :EP iTIVB STRBSSB4 USVL) 24 3n o, c. W a• to: 6-8 TO I: r bm • OF J i 6 L�.p OR Df -L Zonal 264 CWTIVAW OPAC'UM At oOTTOt CIM NOT EXCMIma 10t a.t. OVpt aROAPca &QT"" Mo Ann >tVUE CE IL IC pOT APPLIFO. trLrertattM.T 0.03,0-La0.07,T.L04.12 AW US tlttil CRECM 'M 10 PSF UM -CO T L:Vt wp Atro.3-00 PSP DEAD LW 09 QOYTaK Wft M rAeLt 16-8, taC•94 JITflB ARE ttlYAK 910-W. wusAcnm racy ASTM A 646 A BALVAltt2ED CTFFLtFY[mT At $raw) UTE Isla pi IFOTRTA Olt stu !Ac! Or j. T, SY)MRICALLY010EPT At SKOW)VIDIOU CONfaila Ytht lrai OE'!@t SPECS. t�C-9G.TPI-93 ItR Dtaltnt t0 FOR Ttt{/f>! lwaftic7►itOY t)YLT.FOR Mbumour Ayp Tamar �RACI8Dt141Ctt 16 ALVATS RT" 8106 SULTD&UL BLDG ARCYTTF- .T tMalI-95tgrA. No. 297 P.16 MAR. 12.1996 8*.57AM ■mtecteR. C:E. s ver O % .2>y»ns�nssr�pawmla ( 747961 assn=s-=alFe==<cteMOb'uL'»»==_ Custrcrtn2t MCD L FoamiMlar#04. 2032,831 1996 pro�eat #: �by Quantity c 8 T 1P3tch 4./12 Quantity w= oP 98aA ac:msla- sa--sa.aa:mlmsxsssalsamzsms=-ssc-sal-smssc_sam =Qsomoaxsaac-IIswola===== RgACTIONB - S[7£ APPROVED FOR HIM INDUSTRIES INC . FORCES - LOAD CM f!1 IQ.?yg 3_50 - t.2� 0 &•1a 0 3�-21T 3.50 2.3�•17i YNMETRIC PI,ATINO TURNED ON) 1X4 & BRACING AT SUPPORT: HL TO ssxcanQwmteias0wo-6ww_lw4wcemaraommsa=mssaoCCCCCC3.-C�II=_=sc`R=I=G=H== cHsEaIaGaHaT:2-6-1 rjBFT IMiSPAN:6-0 RI: mum= MINIMUM GRADE OF LUMBER Lpp,�IN(} L {p8F} MAX STRESSES Top CKORD:2*6 No.2 GR DF -L n OT 1-2-0.263 B CEORD:2*4 NQ 1&Btr GR bF- ,�, 10 17 Boz r 3 -1••0 . 07 HIS : Z�4 STp,Ni�m GR DF- B� LL.DBFL. L�360 __ _ massmamvem==mlm=-mpmma!-msaamwsmmwmmmmasRmmmmamm:SPACING-. 24ms0ain 0.=CC===r= ssa STR.INC.: LUMS 1.15 PLATE - 1.1.5 NO. OF MEMBERS 1 REPETITIVE STRESBRS USED � DEFLBCTIONON.) L.Lw O.00,O.L�O:OO,t.L■O.OD. �ORp PER TABLE 16-8, UK -94 TRUSS RAS BERN CNB81(W FOR 10 PSF NDN•CONVAtRENT LIVE LOAD AND $ .00 PQF OFAD LOAD ON BCROM . . PLATBS ARE 11ITEK 910-186,147 MANUFACTURED FROM ASTM A 446 OAD A CALVANIZlD ETEELCEXCLPT AS SMDYR) UIIC-94,TPI-95 FLAIR MUST B9 INSTALLED CK EACH FACE OF 4oINR, ATIQM1ETitICALLY(EIICEPT As SNOYN)OESIC4 11 FCRMALWAT RIOITH NOS DESIGN900MAR VCl 1996 THIS DFSISN IS FOR 1RUn FABRICATION ONLY.FOR PERMANENT ARD TIMPORARY BRACING (NfllCfl 10 ALd1AYs RZOD)CONBULT SLDD CNIT95 OR tiNOLN�R. W. 0049049 W. 0-m9& OF 9£0(91 SSIIiLL Non SSOR 8Z££ M 9T8.Q. 99:9T 96/ZT/90 11IHR 27196 12:31 FR TO NOSS LUMBER P.04-104 :=�«<GA.C.S.S Version 7.2>»>-M.a.-�•-...e[ 791013 jasees=mma z'«<S110>s>ww= `�i Crd'emez MMtt,, Ap�N�SLS pri MMa?- 12 09 6:12 1996 #! AR f,92- Truam m I B1 Pamil # : 1 12 Rat cut ; Rat 0508 pLlaaLiLy : 1S Stat pp Luh 6 . �12 saesopss3sa.aissnsme saris.s.�..•i-----i.•..�►-•-�--..eaaaaaaess==seaz==asses==ssssRaa FORCbs - LOAD CAN 41 aucTlOua - 021 1 2--716 7.89 n 2.109 651 0-69 dal 1--769 1.50u�� /� Z-3--605 8-99 K7 Y-1119.699 79.749 5.10 MM L 6 I -4=-M 9-10. 604 i E-9= 3M 6-59.893 10-19 D 4.9. 405 1-4o-663 1-9- z" 6.76-715 l-8.-695 PLAT! OFISITS (X-LI1T,TaTOP)itJ 115-0 s-0 3-o 0 BLOCKING & GRACING nP REQUIRED AT SUPPORT: 1 3X5 5-0 10-0 16-0 IM ixa 5-0 5-0 5-0 5-0 BLOCKING a n -ACING REQUIRED AT SUPPORT: LEFT IMIGHTA-9-12 SPAN:20NT0 aPNAI. BISBISE 949-12 RRGHTL HBIGART:419-12 asss==aanassss==aflnatsa==casts¢=maseRas==msaw.r.�.��_�••--�s�a�=.........aaa..wwwr•----_ LOADING (PSB TAT STTRl8S3 4,v8h',76 m mullCHO7: *S OF LNo �EERDg-L P 16 19 BOTT 0-9-v0.225 BOT CEXW$i*l No.1JKRtT M DF -L TOP U 7 LL.D3FL.69a0.02 % L%360 WM30 sa+4 STANDARD GR DF -L seen• --yes-asean=====assw==mwvas=sssawsa====seessasexassmasas=ssasassama-_------ GTR . INC .: LUND - 1.15 PLATR - 1.15��(G_ :I n REPETITIVE STRESSES USIM F MSrFF3R1t PRA410!{ 2-L MfflNlnM BQACIXG AT BOTTOM CRMO HOT EXCE60114 10' D.C. OUR DXL M BOTTOM GKORD ARIAS WZRC CEILIXO Is 1(OT APPLIM. OULUTIONCIN.) L.t* 0.02,D.L-0.02,T.L-0.06 7*USD PIAS OPEN CRMMU FOR 10 "F XON-COMCMCMT LIVE LORD AND 9.00 PO DIAD LARD Cu BOTTOM OM DRQ TABLE 16-8, VU -94 PUTiIS AN RITEr HZO.1H6,14/ MAXUI'AOIUXZD FXOM ASTIM A 466 ORD A QALVADIZO $=L(OICFPT AS 49M) PIATF WC BE INSTALLED ON EACH FACE OF'JOHIT, 9TAURICALLTCEIMVI As 01M)O@ST69 CONFMO WITH NDS DEstaN Imes, -use 9L,TPI.95 THIO DEOICN IL ;M TRucs FABRICATION 6WIT.FOQ PERMANUT AND TEWCMT BRACING(YHICH IS ANKYS t=)GUWJLT BLDG ARCHITOCT alt MINUA. ww TOTAL PAGE.001 ** 06/12/96 11:58 •'8'916 244 3328 MOSS LMBR TRUSS r�i o09 ;I'IHR 27'96 12:31 FR TO M035•LUMBER P.03iO4 ■a..ccccA.C:.1S.5 T ion y ACO 7.Z»»>am---------.j 79101? •-� sas �-- «<MO $»»••_ ] gg 11" Mar 22 09.06:0ti 1995 Cie ott>or RES SFgzpan {f i R2F0-0 qu= y t B TOP PY1LCh : 5 %12 •SBat cut 0-3-8 Bot pitch : 6./12 ■sxxa.ss==ears=x=tcaas=�a�mr=sa.at=.r-a__rsrr-arm-rra-a��-��r.elL-==aia.asaafa-laax REACTIONG - SlU 1-zvr4r r -a= o FORCES • LOAD CABS (+1 7-10. 6sl 6-8* 651 1•-ral 3.so MR 6 2.3-6w 3-9- 663 3-10".4965.50 3.4■ -893 9-10. 6" t.sr-$N 10.18 0 3.9- SP's 4 -Vu 488 5-4--40 4.7�•T4T 6-9- 223 $'�'4� PLATS OfFi<FTT. HAIM TWIM OH) }� oxe ZJLa t-9 BLOCKING & GRACINQ. REQUIRED AT SUPPORT: 3x+ I-0 txxcowlg vagaDo Sx$ BLOCKING & BRACING REQUIRED AT SUPPORT: HL TO PK:11-2-3 INTERNAL RISE:4-9-4 R. HL TO PK :11-1- C.$BT HEIC3Wrs4-9-12 SPAN:20-0 RI.9 9-9. 12 RSCRT HEIGHTe4-8-1 ma+ms=3aaoaa=xsaOms==amnaas=MaaNsos�maa�maaaara�__ ra�r.s.so..s-rr . Ii07LDm L (pSFs� TMAYOp ST384S0S227S6 TOP CHaRURA :2+5 ONoL2 GRU '-tL Ci B= 1 iS LL D.En.0-M6. 2 < L1360 WEBS X12+4 VAND= CR DF -L sa.rr.r.�.r�rrmamaaer�--ztasmmas7Qma0�aa=aamasaaaasaxOaaaaaaaaM-ars=waosta.:s==crass STR.IITIVBLVM - L.15 PLATE - 1.15 SPACTNG : 24.0 in. o. C. STRESSES USED NO. OF HERS == 1 PROVIDC .4'4 CONTIMOUS BRACIUM At BOTTOM OWED MOT CIMPONA 101 O.C, OVER DROPPED BOTTOM CHORD ASEAS WOM MIL NG 16 NOT APPLIED. DEPLLMMON(IN.) L.Lu 0.O2.D.L-0.02,T.00.04 TSM AAS BEIR Cgfo= FOR 10 PS► NON-L%mwxRENT LIVE LOAD AND 3.00 P$f OCAS! LOAD OR HOTT001 CUMD ASR TARL: 16.0, L3C-4A H.OTFR ARF MTT89 N20!,18b.1(,7 MAVPACTURED FRCH ASTM A "6 Qua A ULVA = 3TClLCE(CEPT M MXW) PLATS MUST IN INQTALLED ON LCR FAC! OF JOTNT,. 9MITAICALLTCMVT AS SMN)DESI(M CMiMS VITS IE)tt D9316M 3PEC3, CHIC-94,TPI-93 TNtE 013I0N IZ FOR TRU88 FABRICATION OMLY.FOR P0uwdNT AND TEmPORART RYACtmo(UNICH 18 ALWAYS REOD)COMSULT SLOG ARCHITECT OR IWGIKW. J.'J6 10:45 FR TO MOSS LUMBER P.04i06 A.R.«<<A.C.E.S Version Cus Omer MCDANIELS •��-�I Pro Oct #: RH1692- Txuas ID BSG jY # : a 8Cla1 i99 Span 20-0 Quantity : 2 BOE pitch i 7,12 atra��ee�.���.rasa¢=:eecaaaaaatscaea==saaoae-�mmea��im�eaosBo pitoea 2 71aemaoa�e 1-412REACTI- SIZE APPROVED FOR r; TIBC JNDUSTRIES LNG. 1.812 5.50 P Ai�,OFFSEfS (X-LEFT,T=TCIP):[)8=3,27,[1704,21,Ejl2=6,33,(STIa4RTRIC PIATIA0 TURIIEO Of U6.: 12-5 5-0 Tp -p • 13-0 92g2��Q-s . 5-0 -0 ' 3-0 S-0 Is %:'�lacvr I%)/ A4 SIG plv 3X4 2- _ 0-O 4-0 -0 L. HL TO PK: 1-2- ..V INTERNAL RISE-gg-O R_ HI, TO p 111-2-3 LEFT EEIGHT:j-9-22 SPAN:20-0 RISfi:9-6-12 RIGHT HE .3-9-12 a--amID-ode-O-��nei �ata�ea�psvamdaap�.sea as mangos==C==apmcvaoa�sspIGHT aa�eeca.3-9-12 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF L ER L D TOP 3-4-0.169 TOP �pRD:2*6 NO. GR DF -L TOP 106 1s BOTT 10-110.278 BOT CHORD:2*4 NO.2&Btr GR DF -L LL.DEFL.09=0.02 < L%360 WEBS :2*4 STANDARD GR DF -L aC�ss��emtCaCVrmesCatm1a�=«�P«F��.�n�voo:�nmraaeaOSCGl=x aaa a�aoa�a�ooawRsaamaaeae;=C=Si=.S9= REPETITIVE STRESSES2USSD- i'15 SPACING • 24.0 in. o. C. NO. OF MEMBERS a 1 NOTE: BRACE VERTICAL STUDS IN ACCORDAMC6IIITN THE STAMMAD CABLE Elm DETAIL, CW- W1X4 PLATES AT EACH END. DEFLQCTION(1N.) 64s 0.02,0.L*0.03,T.Lm0.06 TRUSS HAS &M C§MCM FDIC 10 PSI HON-CDNCURREUT LIVE LOAD AND 5.00 s9F DEAD LW CH BOfTQN Cep PER TABLE !6-E, I8C-0L PLATT !{fST RS yli�ALLIU ON EACH FACE �6,147 OF D101U' SMITRICALLY((fXCEPT ASI01100W oISIG)l =WCEPT OW WITH NDS DESIGN SPICS, UVC -94,09-91 -- THI! DlSId IS FOR TRUIS FAVRICATIOH 0WLY.f*t PIAWININT-AND •Tf?MU*Y VIIACINCCvRICH I9 AWLYS REOD)CONSVLT BLOO ARCHITECT 0 ENdINEER E00f2 ssnu , z3m ssox E,.. ii�tSYG / J/ OF C14 BZEE ttg 9T8$ 79:TT 98/ZT/90 rom MAR 13'96 14:38 FR TO MOSS LUMBER F.01i02 ( 168702 1 ra--.w=s=s �a««MOSS» jv<�'ccA. C. R . S Version 7.2»»=�=_=��.=y' Zve Mas 12 1pp 47.01 1996 Piro e�tr# : RX�692 Truss ID Hl Family # : 263, Satit 23 Top PZtth 4.12 6-0 4u Y _-aa.ssac=s�wsrrwawsi�rrs...wwwwwrs�=a=R==caaassw.wasw=r=sAP:ROM FOR MITEK INDUSTRIES INC. •r paReB _ LowD CABS in lis-21"al01Ht - 3.5sin - 1•Z� 0 3-100 1s•21T 3.50 1996 1-2a 0 10-217 3.50 JOR ,� 2 WTRI6 ►LATINA TURNED CK) 6-0 �'—"- 6-0 1 X4 • .2x4 BLOCKING a BRACING REQUIRED AT SUppQRT: xL BI HT%0-6-14 SPAN: 6-0 RISB:2-6-1 RIGHT HSI=.-2-6-1 -saa.o=as�oa�.sa.aioa-ox:xPAwxx..�-vaaa:x=�=====x�x�---_.-x �pADIidG (PSF MAX STRESSES MINIMUM GRAD OF LUMBER L TOP 1-2-0.263 TOP CSORD:2* No.2 GR DF -L r�op B03T 33 1=O. 7 WEBS RD:2*41. NO.l&Btr GR DF -L =T 1Q l7 LL.DLFL. c L/360 w> :2*4 - STANDARD GR DF. L- nrwwwmammon= in.o..om.saanaaQv REPETITTIVE ST"SSRSIUSED � - 1.15 SPACINGFMBE� in. o . c . )EFLKTIONCIN.) L.L■ O.00,D.L■O.00,T.L■0.00 muss me BEEN N:NEaMb FOR 10 PSF NON-CON0MENT LIVE LOAD AND 9.00 PSF MAD LOAD ON BOTTOM CHORD PSIt TABLE 16.8, uBC-9L KATIS ARE KITEK N20-136,147 KOWACTLMM ENK 1197+1 A 4" INRO A GALVAN12ED STEELCEXC3M AS =00) UTJ MUST BE INSTALLED CM BACK YAM OF JOINT, SYl0111TRICALLY(EXCEPT A9 SHOM)DWIGN CONFORMS VITH NDS DESIGN SPECS, USC-96,TPI-95 [stsi DESIGN Is FOR TRUES FABRICATION ONLY.FOR PUMA ENT AND TEII CWY QRACING(W HICH 12 ALUAYS RM)CONSULT 8100 ARCHITECT OR ENGINEER- 980 I Ssflu ; Eon SSOTf OZ88 ttg 9100 93:9T 96/31/90 IRR 13'96 14:38 FR TO MOSS LUMBER P.02/02 of««A.C.E.B Version 7.a>»>-----wwrrs=�[ 768703 ]a«lwaswf�a:==«eeMOSS7»>=.s s oilier M��ANSI Ztile Mar 12 10:47:04 1996 O eCt #: RH1692 SB ID s �G Fo lY # _ 2 span6-0 quantity Top pitch 4%2 _ _ ■�eorswseas-=xasas=sasslaaas==xs=afsf=acxa===s=n.lfsssmss �� FOR MITOC INDUETRIt3 INC. TOP com Mtn" coo >JEq REACTIONS ' SIZE 1-2- 0 3-1■ O 1w -U& 3.50 T Z 1996 2.3* -177 32.431 3.30 J� V=TRIC PLATING rJRM ON) ix 3 bA BLOCKING s BRACING REQUIRED AT SUPPORT; L. RL TO MG -3-14 RISga2.6-1 RIGST RBIGET:2-6-1 t+EFI• HEIGHT -.0-6-1 SPAN:6-0 wsswfwws—+�s��s•'��gwssfx==xsesmwwalaa=x=s!!!llssrfpgwaswswwwfsffaafma__aflwsmfifras LOAD G L (PS F STREISBS MINIMUM GRADT OF LUMBER P 13- =0.308q2 TOP CHORD:2*6 NO.2 GR DF -L TOP_ 16 1T LLDEFL.1ca�%60 BOT ARD: *4 NO.1&Btr DF -L B 0 NESS :�*4 STANDARD DF -L rfafsIxNCLONlA �s1�1S�PLATE frlalSslg=====sassrSPACIINGfsr24f0aiIlxaaOnsCsasaemafaai 6TINC STRBSS$S NOT USED - NO. OF MOKMS. 1 LOADING STRU$ INCAM9 LOADIWG PANELOLF) / JOINTSCUIS) LiHM PLATE ?Vf 1 1.19 1.13 NIifO)W 1- 2m 62 •. 3- 1. 90 pEFLECi10N(IK.) L.L• O.00,D:I.O.00,T.L•0.00 PtATU ARE NITEK 1420-186,147 VANUFAMRED FROM ASTM A iib MA GALVAMIND EfBEL(EXCIPT AS SNCMM) PLAT! PAT U INVALLPO ON EACB FACS OF JOINT, gfW%TRICALLT(EXCE➢T AS MBaM)DESIGII CONFORMS WITH M03 993104 SPECS, NBC-94,TPI-95 Tots 09SIQV I9 FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TO PORARY SRMCINaCURICR IS ALWAYS REOD)CONMY BLDG ARCHITECT OR INGINEER. LE02 9518 L limn SSCR BZSS m 978$ LZ:ZT 99/ZT/90 N0.297 P.23 MAR. 12.19% 910®RM [ 747971 Version 7.2»qz/is.aiii/as=m Milli MEl2' 0Q 1 :18 1996 olran®r : MCD I ELS Truss ID 94 Family # s iso]ect ##i �6yj Quantity ; 1 Ta_p 83tch 4.712 a�/ss/so/wssiasww's/inlass/:/mi¢-asveiiii APPROVED FOR 814EK INDUSTRIES INC of FC"m - LOAD CASE e1 R9ACTi0>r9 - 9119 I.3e D 3-1m 0 1-Z49 3.50 J&30 0 3■ -86 3.90 In -177' 1.50 rmutIC PLATING TuRm ON) 12-0 r 6-0 � � trole Tit4J33E8 w�srtoaTER sPAN N a. 3X4 Conneot truss to girder with SlAnson or equal LO hanger. G SL TO 8x:6 -3g 14 [,SFT BSIGIiZ's0-b-1 SPAN; RI88j2�-0-4 RIGHT HEIci=wmwas=6-1 Oii•///¢iO/RfaliOiiwo!/!i/iai.fioio.N�mais=-SaeasTRZSSHS i�'+pil ii��H�"�'Gi?ADbBaONPsLUMBERa////iosassia MAX LOADING1 `ps1 T4 g i:2=0. 07 80iT CHORD:"" No.3.&Btr GR DF -I �p rg' p Z'0 863. P ORD:2 0.2 GR DF -L TOP 0 7 LL.DBFL. < L%360 WEBS :2*4 STANDARD GR DF - ms i:s.. oeao ai! lARsis/iii !/ i/a=o=====moi= is=J�is!!iili it GCJO 00:J !'�/ Oi 7i f iii i STR.ggtt UMB s 1 15 PLATE = 1.15 SPAC Z4. inZ o, C. REPETI - - STRUM USED NO. F m8m s DEFUCTI010K.) L.L■ O.00,D.L-0.0017.100.00 TROEB HAS BEEN CHICKS FGR 10 PSF NON■COUMIRRENT tIVE LOAD AND 9.00 PSP DIAD LOAD ON SOTTON a= PER TABLE 16-B, UBC -9A PUTFE ARE NITEK X20-134,147 MANUFACIURED FROM ASTM A 446•CRD A CAL•VANIZED STRELUMCIPT AS IRM) ►LATE RUST BS INSTALLED ON EACH FAM OF AGINT, lYIBiETRICALLYtEXCEPT A8 SNOYN)OE8Ica 13 VWS ALLAY RZ N98 DISI H SPECS, NIF�t1 A� 7ECT J PENOI THIS 069i0A IS FOR TRUSS FABRICATION ONLY.FOR PERS MI -AND TEMPORARY BRACINO(YNItR IS ALWAYS REOD)60N5tILT L t1lCT R ENtiINlER. 8E0f�j Midi 2"mn SSOIK ME M STOG 99:Zi 99/ZT/90 MAR.12.1996 9400AM 61L v N0.297 P.24 I,w«�cl�c.t'.$.S version 7.2»»wwwwwsaa.wwawj 747974 jssso�EW#1411162900wswnes«<<MOSS»»wf� Cus Oto MCD7NIDLB 1996 Px+o eat #: RHI 92 Truss M : SJ45 ;gra 2-0 Quantity : Z TOP p3tah 4./la aaswwrwewwewsis�awwws�.mowstwcrc=sa=as=-c==arcaawssassssw=wAPPROVED FOR N1TEK INDUSTRIES INC.ar FORCES - LWIO OM 61 RIACTIOI4 - SIZB 1-2■ 0 E-1■ 0 1=-97 3.50 Z -3v D 3-26 3.50 1.-203 1.50 YKKMIC PLATING rAW ON) Q_ ,5 2-0. 2-0 IMN �� FOR TriMMsesea wnr+� apArl 2-0 r 2-Q 3 ss2 truss to girder WIM Simpson or equal Lu 7A hanger. P 6PxTL1i8IGBHT,lM-1 SPAN:2-0 • RISEtl-10-1 RIGHT HEIGHT:1-2-1 assawaai�swwawwmww=wwawwwwwwso====u=MwWwwwwwi==womanwrw==== GOADING (PSFj MAX STRESSES a33 MINIMUM p GME OP LUMBER GR DF -L TOP 1t - TOP 15 BOTT 3-1=0 . ffl 80 CI�OR1� a ;4 STANDARD GR DF -L BOT+T 7 LL.D$PL. a L/360 WEBS wows=woos==oa�TC==awwawwww4wtwwowwas=wsscocm=ons=mcrswwwwmwS,saaowsalwwwww=ws7Owia g,; y>�MH w�,��15 PLATE 1.15 SPACING 24.0 ia, o. C. REP.INCETITIVE STRESSRS USED N0. OF M NIBERS w 1 DIfLICTION(IM.) L.L� O.00,D.L+A.00,T.L■0.00 TRW NAI BM CHICKO FOR IO PSF NOR-WRWRKgW L'IVB LOAD AND 5.00 PIP DEAD LOAD ON BOTTOM CNORD PER TABLE 16-1, WC -94 PLATES M8 )HITBK M80-186,147 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED 9TERL(EXCEPT A8 BROWH) PLAT! KW BR INSTALLED CN BACK FACE OF JOINT, 9YMMETRICALLY(10=0T AD BRM)DISION COLIFORMS WITH MOB DESIGN SPECK, CBC-94,TPI-95 TNIE DISION IS FOR TRUSS FABRICATION OLMLT.FOR PERKWNT AND TEMPORARY BRACING(UHICH I8 ALNATB REm)CONEULT BLDG ARCHITECT OR FNSINIBR. MAR 0 6 1996 ego A . ssazi um MR OZEE ttz sTelz ez :zi se/ZT/90 s the responsibility of each individual property owner or i the post office; also please notify all utility companies, lessor's Office, etc., and friends and family you wish to I fect the residents who pick up their mail at the post office. at the proper locations. County standards for mailboxes hown on the attached diagram. Please install your new rte for,clear visible numbers. properly installed for the please contact Doug Arnold of this office at (916) 538 - Very truly yours DouglayXrnold Address Coordinator STRUCTURAL CALCULATIONS RCE Job #95-038 for LENIN GOLDMANN at ASSOCIATES Magers Residence AN 039-240-023 Turner Lane Durham, CA Calculation Index: Page # Gravity Beam St 1-33 Footing Analysis • Lateral Analysis 34-43 Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for plans drawn by Lenn Goldmann 81 Associates for the above indicated property. The results of the calculations have been incorporated on said plans. �QROFESSlp�q! j J .9CIVI, 3-31--q:4 OFC ROBERTS CONSULTING ENGINEERING 1708 Salem Street • Chico, CA 95928 • (916) 894-8801 11/07/95 - Magers Residence - RCE Job No. 95-038 - Pg. 1 Gravity Loads: Roof Dead Load 5/8" Ply. 1.8 psf 2.0 psf Slope = 8.0 psf Trusses 3.5 psf Misc. 6 Total 17.0 psf Tile Roof 10.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. r 1.0 psf Misc. 2.0 psf - 21.1 .psf Total (sloped) Total (horiz) 23.6 psf (Say 24 psf) Total (axial) 9.4 sf Roof Live Load Construction 16.Op sf Floor Dead Load 1-1/8" Ply. 3.4 psf T]I's 2.0 psf Tile 8.0 psf 'Insul. 1.0 psf Misc. 2.6 psf Total 17.0 psf Floor Live Load Residential 40.0 psf Wall Dead Load •1 /2" Ply. 1.5 psf 2x6 @ 16" o.c. 1.7 psf Wood Siding 3.0 psf 1/2" Gyp. 2.2 psf Insul. 1.0 psf Misc. -2.6 psf Total 12.0 sf Q� Z "WOODWORKS SIZER" COMPUTER PROGRAM There are a few points concerning the WOODWORKS SIZER Program that might require clarification. The program analyzes beams,, joists, studs, columns and beam/columns per the 1991 National Design Specification, (1991 NDS). The program interface allows the engineer to layout the dimensioned gravity elements, apply blanket loads and design the entire gravity system in one step. The following "bullet" list describes a few points about how the program has been implemented for this application. _ • The wood beam elements are divided into design groups and sized according to the particular loading conditions for the individual beam, joist or column and the specified group material parameters. • Sample elements representing worst case scenarios have been printed to illustrate the details of the analysis. • The "roof joists" used for this project are actually gang nail trusses which this program does not analyze. A roof joist called "dummy joist" has been employed as a transfer mechanism to distribute the area loads to the beams, headers, etc.. The summary of results may indicate that failure has occurred in the dummy joist group, this failure is expected and has no effect on the design of the supporting structure. The actual roof trusses will be computed by others: 00 OPS SOFTWARE FOR WOOD DESIGN .. . . . ... .... ... ... ... .... . . ... ... ... .... . ... ... . ... . . .. . ... ... ... ... ... ... ... .. . .... ... ... . - ... ... . .. .. I .. ... ... ... .... . . . . . . . ... .... . . ... ... .... ... ... ... . . . . ... ... .. . . . . . ... ... ... . . . ... ... .... . . -77 ... .. . . . . . .... ... ... ... ..... ... .... ..... ... .. ... . . ... .... ... ... ... ... .... ... . ... .... . . . .... ... ... ... . ... .... ... ... .. . ... ... ... ... . . . . ... .... ... ... 2 ... . . ... ... . . ... .... ... . . .. ... . ... M C MFG H IJKM CP Qx S T U V W X YZARLB A9D AIAIAG AH File Name: 95-038 WoodWorks 1.0d 14 Nov,1995 13:21 View: Beams A -CD 4-4111 e!, e—L-u 5 Al ve LAJ 1 cn <--C.> rl rj Gk -6 u ue- 00 or s - SOFTWARE FOR WOOD DESIGN File Name: 95-038 WoodWorks 1.0d 14 Nov,1995 13:20 View: Beams b 2 b 5 b 7 b b27 b3 1b66 .. ... ... ... .... ... ... .. ... ... .. . ... . . ... ... ... ... --- -- --- . .. . ... .. . .... . . . . ... .... ... ... .... ... ... . . .... ... ... ... ... ... ... ... .... ... . . . . .... ... ... ... . . ... ... . . ... .. .. . ... ... ... .... ... ... .. . . . ... . . . b .... . . ... .. . ... ... .. ... .... ... ... . . ... .... ... ... .... -- -- --- . . . ... ... ... ... ... ... .... . . ... ... .... ... ... .... ... . . . ... .... ... ... ... ... ... ... .... ... ... ... . .. ... ... ... ... ... lip b 5 b 3 .. . . . ... ... .. .... ... ... .... ... ... ... ... ... ... ... .... ... ... ... .... ... . . .... ... ... .... . b .. .. ... .. .. .... ... ... .... .... ... . .... .... ... ... .. . . . ... .... ... .... ... . .. ... ... ... ... . .. .. ... . ... .. ... .. . . . ... .. .. . . .. . ... .. . ... ... .... ... ... ... ... ... ... ... ... ... ... .. ... ... ... . .. ... . ... .... ... ... .... . . ... ... ... . ... ... ... ... b 4 ... . ... ... ... ... . . ... . ..-b 6- ... ... ... . ... b ... ... ... .... .. .... 2 . ... .... . . . . .... .... .. ... .. . ... . . . ... ... ... . . ... ... .. . .......... ... . .... ... ... b4i .... .... ... ... .. . ... ... ... ... .. ... .... . . . . ... .... .. .... ... ... . . .... ... ... ... ... ... .... b5 b43 i b 6 10 b2t b3 2- b3!7 PB C . ... ... ... ... DEF G H I J MM OP QR S T u V File Name: 95-038 WoodWorks 1.0d 14 Nov,1995 13:20 View: Beams File Name: 95-038 Woodworks 1.0d 14 Nov,1995 13:20 View: Beams I I 00 OPS - SOFTWARE FOR WOOD DESIGN ?_�� ie 122 b 5b 7 b53 b52! 20'_ . . .. ... ... ... . . ... .... ... . . .... ... J 19... ... . .... ... ... .. . . . ... .... ... ... .. .... ... . . ... ... ........ ... . .. .. ... ... ... ... . ... ... ... ... . . .... . ... ... .... ... . ... ... . ... .. . ... ... ... ... ... .... ... ... .... ... !18 .. . . . ... ... .. . .... ... .. .... ... ... ... ... ... .... ... : . ... .... ... ... .. . ... ... ... . .. ... ... ... .... ... . . ... ... . . ... ..... ... ... . . ... ... ... .... .. .... ... ... ... ... .... ... A 17- b15 b 4 b3 b 5 16 . .. . ... .. .... ... .. ...... '15 14.. ... ... ... ... . . ... .... ... ... ... .. ... ... .... ... ... ... .... ... ... .... ... ... ... .... ... .... ... .... ... . . ... .... .. ... ... .... ... ... ... .... ... ... .... . . ... .... . . ... ... .... ... . .. ... ... ... .... . .. ... .... . . ... .... . . .. 12" 4 6 10 b18 . . . ... .... ... . . 9 ... .. . ... ... ... .. . ... .. . ... . ... .... .. ... ... ... .. . .. .. ... ... . ... ... ... .... . . ... ... . ... .... .. .... ... ... ... ... . ... ... .... 6 ... ... . . .... ... ... ... .. . . . .... .. . ... ... ... ... . . ... . . . ... ... .... . . . . .... ... 0 b43 641': q b]9 b 6 b4 39 b40 b44 ... .. . ... ... . . . b7 b37 1_...... . . . ... ... ... .. .... . . . . . .... .. ... R S T u V W x Y Z AA AB ACRD AE AF AG AH File Name: 95-038 View: Beams WoodWorks.i.od V e,,j :* 3 14 Nov,1995 13:20 00 OC S - SOFTWARE FOR WOOD DESIGN File Name: 95-038 WoodWorks 1.Od 14 Nov,1995 13:20 View: Beams V e -w #q W o o d w o r k s S I Z E R- Software for Wood Design :File Name: 95-038 WoodWorks SIZER 1.Oe 14 Nov,1995 14:43 COMPANY PROJECT R. C. E. Magers Residence 1708 Salem Street Durham, CA Phone: (916) 89478801 Goldmann Fax: 916) 894-8801 95-038 CONCEPT DESIGN RESULTS - NDS -1991 SUGGESTED SECTIONS by GROUP for'ROOF: Dummy Joist Lumber -soft D.Fir-L No.2 Int. Header Timber -soft D.Fir-L No.2 Ext. Header Timber -soft D.Fir-L No.2 Int.G/L Beam Glulam Simple VG Western DF 24F -V4 Ext.G/L Beam Glulam Simple VG Western DF 24F -V4 Int. Header2 Timber -soft. D.Fir-L No.2 Ext. Header2 Timber -soft D.Fir-L No.2 Int.G/L 2 Glulam Simple VG Western DF 24F -V4 Int.G/L BIG Glulam Simple VG Western DF 24F -V4 4x Int. Col. Timber -soft D.Fir-L No.2 4x Ext. Col. Timber -soft D.Fir-L No.l 6x Ext. Col. Timber -soft D.Fir-L No.2 Wall Lumber Studs D.Fir-L Stud No section found 6x12 6x8 5.125x12 5.125x12 6x10 6x6 3.125x10.5 6.75x16.5 6x6 6x6 6x6 2x6 @24 CRITICAL MEMBERS and DESIGN CRITERIA Group Member Criteria Analysis/Design Values Dummy -Joist No section found. Int. Header b53 Bending 0.71 Ext. Header b35 Bending 0.72 Int.G/L Beam b41 Bending 0.90 Ext.G/L Beam b23 Deflection 0.32 Int. Header2 b69 Bending 0.92 Ext. Header2 b10 Bending 0.54 Int.G/L 2 b27 Deflection 0.70 Int.G/L BIG b52 Deflection 1.05 4x Int. Col. c74 Axial 0.84 4x Ext. Col. c10 Axial 0.11 6x Ext. Col. c37 Axial 0.26 Wall w15 Axial 0.33 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BEARING: the designer is responsible for.ensuring that adequate bearing is provided. 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams 'shall be laterally supported according to the provisions of.NDS Clause 3.3.3. S. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. W o o d w o r k s S I Z E R- Software for Wood Design File Name: 95-038 WoodWorks SIZER 1.Oe 14 Nov,1995 14:23 P Member: b3 COMPANY I PROJECT R. C. E.. Magers Residence 1708 Salem Street Durham, CA Phone:.(916) 894-8801 Goldmann Fax: 916) 894-8801 95-038 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple service: wet lateral support: Top= Full Bottom= @Supports total length: 17.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern -------------- Shear ---------------- fv @d = 15 ------------ FV'144 Start End Start End Load -------- ----- 1 ------------ 'Part'l UDL ------------------------- Dead 72.00 ----------------- 72.00 0.00 11.00 No 2 Part'l UDL Rf.Live 48.00 48.00 0.00 11.00 No 3 Part '1 UDL Dead 72.00 72.00 11.00 17.00 No 4 Part'l UDL Rf.Live 48.00 .48.00 11.00 17.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 DESIGN SECTION: VG Western DF, 24F -V4, 5.125x12 @14.608 plf MAXIMUM REACTIONS and BEARING LENGTHS 11.0 6.0 ft A A A - - - - - - - - - - I - - - - - - -.- - - - - - - - - - - - - - - - - - - - .Reaction 0.60 1.54 0.15 B.Length 1.0 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria Analysis Value Design Value Analysis/Design ------------------ � -------------- Shear ---------------- fv @d = 15 ------------ FV'144 = 0.10 Bending(+) fb = 131 Fb' = 1920 fb/Fb' = 0.07 Bending(-) fb = 149 Fb' = 958 fb/Fb' = 0.16 Live Defl'n 0.01 = <L/999 0.37 = L/360 0.02 Total'Defl'n 0.03 = <L/999 0.55 = L/240 0.05 Bending(+): Crit.LC#= 2 CD= 1.00 CL= 1.00 CV= 1.00(KL=1) Bending(-): Crit.LC#= 2. CD= 1.00 CL= 1.00 CV= 1.00(KL=1) W o o d w o r k s S I Z E R- Software for Wood Design ,.File Name: 95-038 WoodWorks SIZER 1.Oe 14 Nov,1995 14:14 tO *Member: b4 COMPANY I PROJECT R. C. E. I Magers Residence 1708 Salem Street I Durham, CA Phone: (916) 894-8801 I Goldmann Fax: 916) 894-8801 195-038 'DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full Bottom= @Supports total -length: 6.50 [ft] INPUT LOADS: . (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern = 0.56 Bending(+) fb = Start End I Start End I Load -----I------------I--------I-----------------I-----------------I-------- 1 Part'l UDL Dead 330.00 330.00 2.00 6.50 No 2 Part'l UDL Rf.Live 220.00 220.00 2.00 6.50 No 3 Part'l UDL Dead 72.00 72.00 2.00 6.50 No 4 Part11-•UDL Rf.Live 48.00 48.00 2.00 6.50 No 5 Point Dead 0.18 2.00 No 6 Point Rf.Live 0.11 2.00 No 7 Point Dead 0.32 2.00 No 8 Point Rf.Live 0.19 2.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 ************************************************************************ DESIGN SECTION: D.Fir-L, N0.2, 6x10 @14.514 plf MAXIMUM REACTIONS and BEARING LENGTHS 6.5 ft I• I _ I -- - - - - - - - - I -- - - - - - - - - - - - - - - - - I Reaction I 1.65 2.27 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design -----------i -------------- I---------------- Shear fv @d = I-----;-_---85---I------ 47 Fv = 0.56 Bending(+) fb = 544 Fb' = 875 fb/Fb' = 0.62 Live Defl'n 0.02 = <L/999 0.22 = L/360 0.10 Total Defl'n 0.07 = <L/999 0.32 = L/240 0.22 W o o d W o r k's S I Z E R- Software for Wood Design File Name: 95-038 WoodWorks SIZER 1. Oe 14 Nov,1995 14:25 Member: b30 COMPANY R. C. E. . 1708 Salem Street Phone: (916) 894-8801 Fax: 916) 894-8801 PROJECT Magers Residence Durham, CA Goldmann 95-038 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 9.50 [ft] INPUT LOADS: (force=kips, pressure=psf,' udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern ---------------- fv @d = Start End Start End -------- Load -----.I------------I-------- 1 Part'l UDL ----------------- Dead 72.00 72.00 ----------------- 6.00 9.50 No 2 Part'l UDL Rf.Live 48.00 48.00 6.00 9.50 No 3 Part'l UDL Dead 72.00 72.00 0.00 6.00 No 4 Part'l UDL Rf.Live 48.00 48.00 0.00 6.00 No 5 Part'l UDL Dead 192.00 192.00 0.00 6.00 No 6 Part'l UDL Rf.Live 128.00 128.00 0.00 6.00 No 7 Point Dead 1.77 6.00 No 8 Point Rf.Live 1.15 6.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 DESIGN SECTION: VG Western DF, 24F -V4, 5.125x12 @14.608 plf. MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 9.5 ft -=--------------------------� Reaction 3.03 3.10 B.Length 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria Analysis Value Design Value Analysis/Design -------------- Shear ---------------- fv @d = 70 ---------------- Fv' = 165 ------------------� fv/Fv' = 0.42 Bending(+) fb.= 976 Fb' = 2400 fb/Fb' = 0.41 Live Defl'n 0.04 = <L/999 0.32 = L/360 0.14 'Total Def1'n 0.15 = L/785 0.47 = L/240 0.31 W.o o d W o r k s S I Z E R- Software for Wood Design -File Name: 95-038 Woodworks SIZER 1.Oe 14 Nov,1995 14:26 1� Member: b41 COMPANY R. C. E. , 1708 Salem Street Phone: (916) 894-8801 Fax: 916) 894-8801 DESIGN DATA: PROJECT Magers Residence Durham, CA Goldmann 95-038 DESIGN CHECK code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full total length: 18.00 (ft] Bottom= @Supports INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern ,I Start End Start End - - - - - - Load -------- 1 - -- - - - - - Part'l - - -- UDL --------- Dead -------- 330.00 -- - - - - --- 330.00 --------- 0.00 - 2.50 No 2 Part'l UDL Rf.Live 220.00 220.00 0.00 2.50 No 3 Part'l UDL Dead 330.00 330.00 2.50 5.00 No 14 Part'l UDL Rf.Live 220.00 220.00 2.50 5.00 No - 5 Part '1 UDL Dead 330.00 330.00 5.00 18.00 No 6 Part'l UDL Rf.Live 220.00 220.00 5.00 18.00 No 7 Part'l UDL Dead 72.00 72.00 0.00 5.00 No 8 Part'l UDL Rf.Live 48.00 48.00 0.00 5.00 No 9 Part'l UDL, Dead . 72.00 72.00 5.00 6.50 No 10 Part'l UDL Rf.Live 48.00 48.00 5.00 6.50 No -11 Part'l UDL Dead 72.00 72.00 6.50 16.50 No 12 Part'l UDL Rf.Live 48.00 48.00 6.50 16.50 No 13 Part'l UDL Dead 72.00 72.00 16.50 18.00 No 14 Part'l UDL Rf.Live 48.00 48.00 16.50 18.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 DESIGN SECTION: VG Western DF, 24F -V4, 5.125x12 @14.608 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) Uplift Reaction B.Length 5.0 13.0 ft A A A - - - - - ---------------------- 0.50 --------------------- 0.50 9.22 3.60 2.8 1.1 SECTION -vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design -------------- i Shear Bending(+) -----,---=------ fv @d fb i = 113 = 924 -- - - - - - - Fv' = Fb' - - - - - - -- i -- 165 = 2400 - - - - - - - - - fv/Fv' = fb/Fb! = - - - - - -- i 0.68 0.38 (�� r Bending(-*) fb = 1077 Fb' = 1194 fb/Fb' = 0.90 Live Defl'n 0.07 = <L/999 0.43 = L/360 0.16 Total Defl'n 0.23 = L/666 0.65 = L/240 0.36 Bending(+): Crit.LC#= 2 CD= 1.00 CL= 1.00 CV= 1.00(KL=1) Bending(-) Crit.LC#= 2 CD= 1.00 CL= 1.00 CV= 1.00(KL=1) Shear Crit.LC#= 2 CD= 1.00 V@d= 4.61 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. W o o d W o r k s S I Z E R- Software for Wood Design -File Name: 95-038 WoodWorks SIZER 1.Oe 14 Nov,1995 14:28 I Member: b52 COMPANY I PROJECT R. C. E. I Magers Residence . 1708 Salem Street I Durham, CA Phone: (916) 894-8801 I Goldmann Fax: 916) 894-8801 195-038 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 23.50 (ft) INPUT LOADS: Value (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type` I Magnitude I Location I Pattern Bending(+) fb = 1676 I I Start End I Start End I Load 1 ------------I--------I-----------------I-----------------I-------- Part'l UDL Dead 330.00 330.00 0.00 13.00 No 2'Part'l UDL Rf.Live 220.00 220.00 0.00 13.00 No 3 Part'l UDL Dead 330.00 330.00 13.00 21.50 No 4 Part'l UDL Rf.Live 220.00 220.00 ' 13.00 21.50 No 5 Point Dead 1.59 21.50 No 6 Point Rf.Live 1.02 21.50 No 7 Point Dead 0.54 21.50 No 8 Point Rf.Live- 0.32 21.50 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 ************************************************************************ DESIGN SECTION: VG Western DF, 24F -V4, 6.75x16.5 @26.454 plf ************************************************************************ MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 23.5 ft ----------i---------------- Reaction I 7.02 8.90 B.Length ( 1.6 2.0 ***** WARNING: This section violates the following design criteria: ***** Deflection SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design --------------I----------------I----------165---I---------------68--- Shear fv @d = 112 Fv' =I Bending(+) fb = 1676 Fb' = 2236 fb/Fb' = 0.75 Live Defl'n 0.36 = L/780 0.78 = L/360 0.46 Total Defl'n * 1.24 = L/2271 1.18 = L/240 1.05 Bending(+): Crit.LC#= 2 CD= 1.00 CL= 1.00 CV= 0.93(KL=1) Shear Crit.LC#= 2 CD= 1.00 VQd= 8.31 Deflection:.Crit.LC#= 2 Total Deflection = 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please.verify that the default deflection limits are appropriate for your application. 2. GLULAM: bxd = actual breadth x actual depth., 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 11-14-1995 Iroject: Magers Res. �ooting Location: House b52 .omment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi- Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1:7LL UNFACTORED INPUT LOADS_ P (kips) M (ft -kips) - DL 5.51 0.00 LL 3.39 0.00 FOOTING PERAMETERS Dimensions are 3.00 Ft. Sq. Total depth is 12.00 Inches Depth "d" is 8.00 Inches Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.20 Sq.In. bottom trans. 0:22 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 28.09 psi Max. beam shear stress is 9.10 psi Gravity only soil bearing is 1.04 ksf . W o o d W o r k s S I Z E R- Software for Wood Design .File Name: 95-038 WoodWorks SIZER 1.Oe 14 Nov,1995 14:35 (� Member: �b69 P� COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: 916) 894-8801 DESIGN DATA: PROJECT Magers Residence Durham, CA Goldmann 95-038 DESIGN CHECK code: NDS -1991 type: Beam database: Custom material: Timber -soft lateral support: Top= Full total length: 8.50 [ft] Bottom= @Supports INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude . I Location I Pattern Start End I Start End I Load ----- I 1 ------------ Part'l UDL 2 Part'l UDL 3 Part'l UDL 4 Part'l UDL 5 Part'l UDL 6 Part'l UDL 7 Part'l UDL 8 Part'l UDL 9 Part'l UDL 10 Part'l UDL 11 Part'l UDL 12 Part'l UDL -------- I ----------------- Dead 288.00 ----------------- 288.00 0.00 -------- 1.00 No Constr. 192.00 192.00 0.00 1.00 No Dead 288.00 288.00 1.00 2.00 No Constr. 192.00 192.00 1.00 2.00 No Dead 288.00 288.00 2.00 5.50 No Constr. 192.00 192.00 2.00 5.50 No Dead 288.00 288.00 5.50 8.50 No Constr. 192.00 192.00 5.50 8.50 No Dead 72.00 72.00 0.00 1.00 No Constr. 48.00 48.00 0.00 1.00 No Dead 72.00 72.00 1.00 8.50 No Constr. 48.00 48•.00 1.00 8.50 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 DESIGN SECTION: . D.Fir-L, N0.2, 6x10 014.514 plf MAXIMUM REACTIONS and BEARING LENGTHS ' 8.5 ft ----------------------------� Reaction 2.61 2.61 B.Length 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value Design Value Analysis/Design ------------------� -------------- Shear -------------------------------- fv Od = 63 Fv' 106 fv/Fv' = 0.59 Bending(+) fb = 755 Fb' = 1094 fb%Fb' = 0.69 Live Defl'n 0.06 = <L/999 0.28 = L/360 0.19 ;,,Total Defl'n 0.18'= L/553 0.42 = L/240 0.43 P Bending(+): Crit.LC#= 2 CD= 1.25 'CL= 1.00 Shear Crit.LC#= 2 CD= 1.25 VQd= 2.20 Deflection: Crit.LC#= 2 Total Deflection— 1.50(Defln_dead) + Defln_Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. k i 1 � f 0o or s - SOFTWARE FOR WOOD DESIGN P File Name: GARAGE View: Beams Woodworks 1.Od 14 Nov,1995 11:21 W o o d W o r k s S I Z E R- Software for Wood Design •File Name: GARAGE Woodworks SIZER 1.0e 14 Nov,1995 14:45 COMPANY I PROJECT R. C. E. Magers Redidence 1708 Salem Street Durham, CA Phone: (916) 894-8801 Lenn Goldmann Fax:' 916) 894-8801 95-038 CONCEPT DESIGN RESULTS - NDS -1991 SUGGESTED SECTIONS by GROUP for ROOF: - Dummy -Joist Lumber -soft D.Fir-L No.2 4x12 @24 Ext. Header Timber -soft D.Fir-L No.2 6x12 Int.G/L Beam Glulam Simple VG Western DF 24F -V4 5.125x13.5 Ext.G/L Beam Glulam Simple VG Western DF 24F -V4 5.125x12 Ext.G/L BIG Glulam Simple VG Western DF 24F -V4 5.125x15 4x Int. Col. Timber -soft D.Fir-L No.2 6x6 4x Ext. Col. Timber -soft D.Fir-L No.l 6x6 6x Ext. Col. Timber -soft D.Fir-L No.2 6x6 Garage Wall Lumber Studs D.Fir-L Stud 2x6 @24 CRITICAL MEMBERS and DESIGN CRITERIA Group Member Criteria Analysis/Design Values Dummy=Joist jl Bending 0.96 Ext. Header b10 Bending 0.72 Int.G/L Beam b12 Deflection 0.76 Ext.G/L Beam b5 Deflection 0.83 Ext.G/L BIG b8 Deflection 0.99 4x Int. Col. c18 Axial 0.34 6x Int. Col. Bending 0.00 4x Ext. Col. c3 Axial 0.16 6x Ext. Col. c24 Axial 0.23 Garage Wall w17 Axial 0.01 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BEARING: the designer is responsible for ensuring that adequate bearing is provided. 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. ,Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks SIZER SOFTWARE FOR WOOD DESIGN Z� File Name: GARAGE WoodWorks SIZER 1.Oe 14 Nov,1995 13:48 Member: b5 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: 916) 894-8801 PROJECT Magers Redidence Durham, CA Lenn Goldmann 95-038 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: ` Beam database:' Custom material: Glulam Simple service: wet lateral support: Top= Full total length: 14.00 (ft] Bottom= @Supports INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern Start End Start End Load ------------------------------------------------------------------- 1 Full UDL Dead 353.62. No 2 Full UDL Constr. 192.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 ************************************************************************ DESIGN SECTION: VG Western DF, 24F -V4, 5.125x12 014.608 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 14.0 ft ----------I------------------I Reaction 3.92 3.92 B.Length 2.2 2.2 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value Design Value Analysis/Design --------------1---------------- •Shear fv Od = 82 ---------------- Fv' = 180 ------------------� fv/Fv' = 0.45 Bending(+) fb = 1339 Fb' = 2400 fb/Fb' = 0.56 Live Defl'n' 0.15 = <L/999 0.47 = L/360 0.32 Total Defl'n 0.58 = L/288 0.70 = L/240 0.83 Bending(+): Crit.LC#= 2 CD= 1.25 CL=,1.00 CV= 1.00(KL=1) Shear : Crit.LC#= 2 CD= 1.25 VOd= 3.36 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. WoodWorks SOFTWARE FOR WOOD DESIGN P Z File Name: GARAGE =Woodworks SIZER 1.Oe 14 Nov,1995 13:45 Member: b8 . INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load COMPANY Type PROJECT R. C. E. --------=----- I Shear Magers Redidence 1708 Salem Street Start Durham, CA .Phone: (916) 894-8801 Load -------- Lenn Goldmann Fax: 916) 894-8801 ------------------------- Dead 95-038 353.62 ----------------- 0.00 DESIGN CHECK DESIGN DATA: UDL Rf.Live 192.00 code: -NDS-1991 14.00 No type: Beam UDL Dead database: Custom 14.00 18.50 material: Glulam Simple Part'l UDL service: wet ° 14.00 lateral support: Top= Full Bottom= @Supports total length: 18.50 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern --------=----- I Shear ---------------- fv @d,= 88 I ---------------- Fv' = Start End Start End Load -------- ----- 1 ------------ Part'l UDL ------------------------- Dead 353.62 353.62 ----------------- 0.00 14.00 No 2 Part'l UDL Rf.Live 192.00 192.00 0.00 14.00 No 3 Part'l UDL Dead 353.62 353.62 14.00 18.50 No 4 Part'l UDL Rf.Live 192.00 192.00 14.00 18.50 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 ************************************************************************ DESIGN SECTION: VG Western DF, 24F -V4, 5.125x15 @18.260 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 18.5 ft A A ----------------------- -----� Reaction 5.22 5.22 B.Length 3.0 3.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria Analysis Value I Design Value I Analysis/Design I --------=----- I Shear ---------------- fv @d,= 88 I ---------------- Fv' = 144 I ------------------ fv/Fv' = 0.61 Bending(+) fb = 1506 Fb' = 1902 fb/Fb' = 0.79 Live Defl'n 0.23 L/948 0.62 = L/360 0.38 Total Defl'n 0.91 L/242 0.92 = L/240 0.99 Bending(+): Crit.LC#= 2 CD= 1.00 CL= 1.00 CV= 0.99(KL=1) Shear : Crit.LC#= 2 CD= 1.00 V@d= 4.51 Deflection: Crit.LC#= 2 WoodWorks 51ZER SOFTWARE FOR WOOD DESIGN z Zj File Name: GARAGE Woodworks SIZER 1.Oe 14 Nov,1995.13:40 Member: . b12 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: 916) 894-8801 PROJECT Magers Redidence Durham, CA Lenn Goldmann 95-038 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Glulam Simple' lateral support: Top= Full Bottom= @Supports total length: 18.00 [ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location I Pattern Start End Start End Load ------------------------------------------------------------------- 1 Full UDL Dead 251.16 No 2 Full UDL Constr. 144.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 DESIGN SECTION: VG Western DF, 24F -V4, 5.125x15 @18.260 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 18.0 ft A - - - - - - - - - - I ------------------ Reaction -----------------Reaction 3.72 3.72 B.Length 1.1 1.1 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria Analysis Value Design Value ( Analysis/Design -------------- Shear ---------------- fv @d = 63 -----� ------- Fv 206 --------� fv/Fv- 0.30 Bending(+) fb = 1045 Fb' = 2979 fb/Fb' = 0.35 Live Defl'n 0.13 = <L/999 0.60 = L/360 0.22 Total Deflln 0.50 = L/432 0.90 = L/240 0.55 Bending(+): Crit.LC#= 2 CD= 1.25 Shear Crit.LC#= 2 CD= 1.25 Deflection: Crit.LC#= 2 Total Deflection = 1.50(Defln dead) DESIGN NOTES: CL= 1.00 CV= 0.99(KL=1) V@d= 3.20 + Defln Live. SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 11-14-1995 ?roject: Magers Res. Footing Location: Garage b4 & b5 "omment : .AATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is•40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for -soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1%7LL UNFACTORED INPUT LOADS P (kips) DL 4.10 LL 2.20 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 Dimensions are 2.50'Ft. Sq. Total depth is 12.00 Inches Depth "d" is- 8.00 Inches Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. '0.11 Sq.In., bottom trans. 0.12 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 18.19 psi Max. beam shear stress is 5.27 psi Gravity only soil bearing is 1.06 ksf SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California 2 Date: 11-14-1995 . ?roject: Magers Res. looting Location: Garage b7 & b8 { -'omment : VIATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 3.60 0.00 LL 1.80 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 Ft. Sq. Total depth is 12.00 Inches Depth "d" is 8.00 Inches Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.06 Sq.In. bottom trans. 0.07 Sq.In. Max. punching shear stress is 12.81 psi Max. beam shear stress is 1.76 psi Gravity only soil bearing is 1.40 ksf SPREAD' FOOTING DESIGN /n Charles Roberts, P.E. Chico, California Date: 11-14-1995 ?roj ect :. Magers Res. Footing -Location: Garage b12 �omment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. -soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) DL 2.30 LL 1.50 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 Dimensions are 2.00 Ft. Sq. Total depth is 12.00 Inches Depth "d" is 8.00 Inches Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.05 Sq.In. bottom trans. 0.05 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 9.38 psi Max. beam shear stress is 1.25 psi Gravity only soil bearing is 1.00 ksf 00 or s SOFTWARE FOR WOOD DESIGN 'bR3 File Name: GUEST View: Beams WoodWorks 1.0d 14 Nov,1995 11:21 W -o o d W o r k s S I Z E R- Software for Wood Design File Name: GUEST WoodWorks SIZER 1.Oe 14 Nov,1995 14:46 COMPANY I PROJECT R. C. E. Magers Redidence 1708 Salem Street Durham, CA Phone: (916) 894-8801 Lenn Goldmann Fax: 916) 894-8801 95-038 CONCEPT DESIGN RESULTS NDS -1991 SUGGESTED SECTIONS by GROUP for ROOF: Dummy -Joist Int. Header Ext. Header Int.G/L Beam Ext. Header2 6x6 Int. Col. 6x Ext. Col. Wall Lumber -soft Timber -soft Timber -soft Glulam Simple Timber -soft Timber -soft Timber -soft Lumber Studs D.Fir-L No.2 D.Fir-L No.2 D.Fir-L No.2 VG Western DF 24F -V4 D.Fir-L No.2 D.Fir-L No.2 D.Fir-L No.2 D.Fir-L• Stud No section found 6x8 6x10 5.125x15 6x10 6x6 6x6 2x4 @24 CRITICAL MEMBERS and DESIGN CRITERIA Group Member Criteria Analysis/Design Values Dummy -Joist No section found. Int. Header bl Bending 0.67 -Ext. Header bll Bending 0.70 Int.G/L Beam ' b15 Deflection 0.80 Ext. Header2 b13 Bending 0.64 6x6 Int. Col. c28 i Axial 0.01 6x8 Int. Col. Bending 0.00 6x Ext.,.Col. c5 Axial 0.11 Wall wll Axial 0.81 Garage Wall w14 Axial 0.21 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BEARING: the designer is responsible for ensuring that adequate bearing is provided. 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. pOH 2 � W o o d w o r k s S I Z E R- Software for Wood Design .File Name: GUEST WoodWorks SIZER 1.Oe 14 Nov,1995 14:04 •Member: bll P� COMPANY PROJECT R. C. E. Magers Redidence 1708 Salem•Street Durham, CA Phone: (916) 894-8801 Lenn Goldmann Fax: 916) 894-8801 95-038 DESIGN CHECK DESIGN DATA:. code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 6.00 [ft] INPUT LOADS: • (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern -------------- Shear ---------------- fv @d = 46 Start End Start End Load -------- ----- 1 --------------------- Full UDL ----------------- Dead ----------------- 162.00 875 No 2 Full UDL Rf.Live 108.00 L/360 No 3 Point Dead 1.20 3.00 No 4 Point Rf.Live 0.74 3.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 DESIGN SECTION: D.Fir-L, No.2, 6x10 @14.514 plf MAXIMUM REACTIONS and BEARING LENGTHS 6.0 ft - - - - - - - - - - I.- - - - - - - - - - - - - - - - - - Reaction 1.82 7.82 B.Length 1.0 1.0 (force=kips, length=in) f SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria Analysis Value Design Value Analysis/Design ------------------� -------------- Shear ---------------- fv @d = 46 ------------- Fv' = 85 fv/Fv' = 0.54 Bending(+) fb = 607 Fb' = 875 fb/Fb' = 0.69 .Live Defl'n 0.02 = <L/999 0.20 = L/360 0.09 Total Defl'n 0.06 = <L/999 0.30 = L/240 0.20 Bending(+): Crit.LC#= 2 Shear : Crit.LC#= 2 Deflection: Crit.LC#= 2 CD= 1.00 CL= 1.00 CD= 1.00 V@d= 1.60 W.o o d W o r k s S I Z E R- Software for Wood Design :File Name: GUEST WoodWorks SIZER 1.Oe 14 Nov,1995 14:02 ^ 2 O Member: b13 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax:_ 916) 894-8801 PROJECT Magers Redidence Durham, CA Lenn Goldmann 95-038 DESIGN CHECK DESIGN DATA: code: NDS -1991 type: Beam database: Custom material: Timber -soft service: wet lateral support: Top= Full- Bottom= @Supports total length: 13.00 (ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern -------------- Shear Shear ----------------I-----�----106--- fv @d = 39 Fv Start End Start End Load -------- ----- 1 ------------ Part11.UDL Live Defl'n 0.09 = ---------------=--------- Dead 72.00 ----------------- 72.00 0.00 7.50 No 2 Part'1 L/240 UDL Constr. 48.00 48.00 0.00 7.50 No 3 Part'1 UDL Dead 72.00 72.00 7.-50 10.00 No 4 Part'1 UDL ..Constr. 48.00 48.00 7`50 10.00 No 5 Part'l UDL Dead 312.00 312.00 10.00 13.00 No 6 Part'l-UDL Constr. 208.00 208.00 10.00 13.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 ************************************************************************ DESIGN SECTION: D.Fir-L, No.2, 6x10 @14.514 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 13.0 ft • I A ^ - - - - - - - - - - ( ------------------- Reaction -----------------Reaction 1.01 1.94 B.Length 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria Analysis Value J.Design Value Analysis/Design ------------------ -f -------------- Shear Shear ----------------I-----�----106--- fv @d = 39 Fv fv/Fv,---------� = 0.36 Bending(+) fb = 553 Fb' = 1094 fb/Fb' = 0.51 Live Defl'n 0.09 = <L/999 0.43 = L/360 0.20 Total Defl'n 0.30= L/512 0.65 = L/240 0.47 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 1 W o o d w o r k s S I Z E R- Software for Wood Design ;File Name: GUEST WoodWorks SIZER 1.Oe 14 Nov,1995 14:02 2 I Member: b13 �� J COMPANY I PROJECT R. C. E. I Magers Redidence 1708 Salem Street I Durham, CA Phone: (916) 894-8801 I Lenn Goldmann Fax: 916) 894-8801 195-038 . DESIGN CHECK DESIGN DATA: Value I Design Value I Analysis/Design -------------- I Shear -------------- fv @d = code: NDS -1991 106---I---fv/Fvl-=--0.50-I Bending(+) fb = 873 type: Beam fb/Fb' = 1.00 Live Defl'n 0.17 =- L/901 0.43 = database: lCustom Total Defl'n 0.61 = L/257 0.65 = L/240 material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 13.00 [ft] INPUT LOADS: (force=kips; pressure=psf, udl=plf, location=ft) Load I Distributed Type I Magnitude I Location I Pattern Start End I Start End I Load -----1=-----------I--------I-----------------I-----------------I-------- 1 Part'l UDL Dead 72.00 72.00 0.00 7.50 No 2 Part'l UDL Constr.. 48.00 48.00 0.00 7.50 No 3 Part'l UDL Dead 72.00 72.00 7.50 10.00 No ' 4 Part'l UDL Constr. 48.00 48.00 7.50 10.00 No 5 Part'l UDL Dead 312.00 312.00 10.00 13.00 No 6 Part'l UDL Constr. 208.00 208.00 10.00 13.00 No Self -weight automatically included. Custom duration factor for Snow load = 1.00 ************************************************************************ DESIGN SECTION: D.Fir-L, No.2, 6x8 @11.458 plf ************************************************************************ MAXIMUM REACTIONS and BEARING LENGTHS 13.0 ft -- - - - - -- - - I -- - - - - - - - - - - - - - = - - I Reaction I -0.99 1.92 B.Length I 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis/Design -------------- I Shear -------------- fv @d = --I-----�---- 53 Fv 106---I---fv/Fvl-=--0.50-I Bending(+) fb = 873 Fb" = 875 fb/Fb' = 1.00 Live Defl'n 0.17 =- L/901 0.43 = L/360 0.40 Total Defl'n 0.61 = L/257 0.65 = L/240 0.93 Bending(+): Crit.LC#= 2 CD= 1.25 CL= 1.00 W o o d w o r k s S I Z E R- Software for Wood Design .File Name: GUEST Woodworks SIZER 1.Oe 14 Nov,1995 13:59 'Member: b15 COMPANY R. C. E. 1708 Salem Street Phone: (916) 894-8801 Fax: 916) 894-8801 DESIGN DATA: code: type. database: material: lateral support total length: PROJECT Magers_Redidence Durham, CA Lenn Goldmann 95-038 . DESIGN CHECK NDS -1991 Beam Custom Glulam Simple, Top= Full Bottom= @Supports 23.00 (ft] INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load Distribute Type Magnitude Location Pattern -------------- Shear F --------------- fv @d = 58 ---------------- Fv' = Start End Start End Load -------- ----- 1 ------------ Part'l UDL -------- Dead ----------------- 162.00 162.00 ----------------- 0.00 8.50 No 2 Part'l UDL Snow 108.00 108.00 0.00 8.50 No 3 Part'l UDL Dead 162.00 162.00 8.50 12.00 No 4 Part'l UDL Snow 108.00 108.00 8.50 12.00 No 5 Part'l UDL Dead 162.00 162.00 12.00 23.00 No 6 Part'l UDL Snow 108.00 108.00 12.00 23.00 No Self -weight automatically included. Custom duration factor for Snow load'= 1.00 DESIGN SECTION: VG Western DF, 24F -V4, 5.125x15 @18.260 plf MAXIMUM REACTIONS and BEARING LENGTHS 23.0 ft A A ----------------------------� Reaction 3.31 3.31 B.Length 1.0 1.0 (force=kips, length=in) SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value Design Value Analysis/Design -------------- Shear F --------------- fv @d = 58 ---------------- Fv' = 165 ------------------� fv/Fv' = 0.35 Bending(+) fb =•1190 Fb' = 2326 fb/Fb' = 0.51 Live Defl'n 0.26 = <L/999 0.77 = -L/360 0.34 Total Defl'n 0.92 = L/300 1.15 = L/240 0.80 Bending(+): Crit.LC#= 2 CD= 1.00 CL= 1.00 CV= 0.97(KL=1) Shear Crit.LC#= 2 CD= 1.00 V@d= 2.95 SPREAD -FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 11-14-1995 J ?roject: Magers Res. Footing Location: Guest b12 & b15 2omment :. MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2:00 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED.ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) DL 3.10. LL 2.10 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 Dimensions are 2.00 Ft. Sq: Total depth is 12.00 Inches Depth "d" is 5.00 Inches Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.06 Sq.In. bottom trans. 0..07 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 12.53 psi Max. beam shear stress is 1.72 psi .Gravity only soil bearing is 1.35 ksf 00 ors SOFTWARE FOR WOOD DESIGN P File Name: LATERAL WoodWorks SIZER 1.Oe 6 Nov,1995 6:00 view: Columns �A (N T5) �j�-icar 1 1 rC- t-t-GuS � Noe- -Fke- .5ar-a5� 4-o ter-, I -�o L F3C-- a�`�rci, �at'ce lOr1 S GT 1RG1uCG� 1n ��sl 1 -souse Q��ar -5 ts 49=1- t�aJec-r Ue t�o� t�c� �t l 11'1 �rIGI�SIS � :1107/95 - Lateral Analysis - Magers Res. - R.C.E. Job 95-038 Wind Loads -- Method 1 p= Ce•Cq•gs•I nAnu n1 w IWD C)WR 01 R OPR p= p= P= p= P= p= 2, Wind Spee 75 mph res it '' m ff-" K -M B where; 0.7 (OLR) Outward @ Leeward Roof Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' 2, Wind Spee 75 mph Exposure: B where; 0.7 (OLR) Outward @ Leeward Roof Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' Ce = 0.72 @ 20 to 25' Ce = 0.76 @ 25 to 30' Ce = 0.84 @ 30 to 40' Ce = 0.95 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leewafd Wall WI d R f Cq = 0.3 (IWR) Inward @ ndwar o0 Cg = 0.7 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridg qs = 14.4 psf I = 1.00 Importance Factor Roof Slope = 6 Rise to 12 Horiz. Wind Loading @ Section E Mean Roof Height 20.0 feet Uplift Pressure = 5.6 psf Force varies as a max as shown here down to the value shown for Section F @ Lines 1811 Wind Loading @ Section F Mean Roof Height 17.0 feet Uplift Pressure = 5.6 psf nd Loading @ Sections B 8L G !an Roof Height 13.5 feet Uplift Pressure = 5.6 psf Wind Loading @ Main Ridge Mean Roof Height 20.0 feet Uplift Pressure = 5.6 psf Force varies as a max as shown here down to the value shown for Section B @ Lines 3 8i 12 Tributary Area 5.00 feet @ 5.00 ' feet @ 10.00 feet @ 1.00 feet @ 1.00 feet @ 2.00 feet @ Tributary Area 6.50 feet @ 6.50 feet @ 5.00 feet @ 1.00 feet @ 8.00 feet @ Tributary Area 5.00 feet @ 5.00 feet @ 5.00 feet @ 2.00 feet @ 8.00 feet @ Tributary Area 4.50 feet @ 5.00 feet @ 1.00 feet @ 10.50 feet @ 0.00 feet @ 0.00 feet @ 0.00 feet @ Normal . Pressure 7.1 psf = 7.7 psf = 4.8 psf = 2.7 psf = 2.9 psf = 6.8 psf = Resultant Horizontal Force 36 lbs. 39 lbs. 48 lbs. 1 lbs. 1 lbs. 6 lbs. 131 nlf - horn (IWW) @ 0 to 15' " (IWW) @ 15 to 20' (OLW) @ 15 to 20' (IWR) @ 0 to 15' (IWR) @'15 to 20' (OLR) @ 15 to 20' Normal Resultant Horizontal Pressure Force 7.1 psf = 46 lbs. 4.8 psf = 31 lbs. 2.7 psf = 6 lbs. 2.9 psf = 1 lbs. 6.8 psf = 24 lbs. @ 0 to 15' Fo = 109 olf horn Normal Pressure 7.1 psf = 4.5 psf = 2.7 psf = 2.9 psf = 6.2 osf = Normal Pressure 7.1 psf = 7.7 psf = 8.3 psf = 4.8 psf = 2.7 psf = 2.9 psf = 6.8 psf = (IWW) @ 0 to 15' (OLW) @ 15 to 20' (IWR) @ 0 to 15' (IWR) @ 15 to 20' (OLR) @ 15 to 20' Resultant Horizontal @ 0 to 15' (IWW) Force (IWW) @ 20 to 25' 36 lbs. (IWW) @ 0 to 15' 22 lbs. (OLW) @ 0 to 15' 6 lbs. (IWR) @ 0 to 15' 3 lbs. (IWR) @ 15 to 20' 22 lbs. (OLR) @ 0 to 15' = 89 nif - horiz. Resultant Horizontal Force 32 lbs. 39 lbs. 8 lbs. 51 lbs. 0 lbs. 0 lbs. 0 lbs. = 130 olf - hori; (IWW) @ 0 to 15' (IWW) @ 15 to 20' (IWW) @ 20 to 25' (OLW) @ 15 to 20' (IWR) @ 0 to 15' (IWR) @ 15 to 20' (OLR) @ 15 to 20' 1107/95 - Lateral Analysis - Magers Res. - R.C.E. job 95-038 P� 3 Le f UBC Seismic Loads - Static Force Procedure V= (Z•1•C/Rw)•W where; Z = 0.3 Zone 3 I = 1.00 Importance Factor p=1 0.103 C= 2.75 maximum Rw = 8.0 W = Building Weight Seismic Loading @ Section C Tributary Weights = 48.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 12.00 feet of Ext. Wall @ 12.00 pif 15.00 feet of Int. Wall @ 10.00 plf V =1 147P -oriz. Seismic Loading @ Section E Tributary Weights = 48.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 20.00 feet of Ext. Wall @ 12.00 pif 15.00 feet of Int. Wall @ 10.00 pif V 157 p -oriz. Seismic Loading @ Section F Tributary Weights = 48.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 12.00 feet of Ext. Wall @ 12.00 pif 15.00 feet of Int. Wall @ 10.00 pif V 147 p - horiz. Seismic Loading @ Sections B ex G Tributary Weights = 31.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 12.00 feet of Ext. Wall @ 12.00 pif 15.00 feet of Int. Wail @ 10.00 pif V 106 p or z. Seismic Loading @ Walls A -F Tributary Weights = 60.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 10.00 feet of Ext. Wall @ 12.00 pif 15.00 feet of Int. Wall @ 10.00 pif V 174p. or z. Seismic Loading @ Walls I -S Tributary Weights = 66.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 10.00 feet of Ext. Wail @ 12.00 pif 15.00 feet of Int. Wall @ 10.00 pif V 188 p - oriz. Seismic Loading Along Main Ridge Tributary Weights = 106.00 feet of Roof @ 23.59 psf One - Story Roof Loadings 10.00 feet of Ext. Wail @ 12.00 pif 25.00 feet of Int. Wall @ 10.00 pif V 296 p - horiz. 1/14/95 - Lateral Analysis - Magers Res. - R.C.E. fob 95-038 Lateral Load Summary 1 st Level Wall Line ID Tributary Length ft. Unit Loads Seismic Wind .I.f. .I.f. 2 6.00. 296 89 3 17.00 296 109 12 14.00 296 109 12 16.00 106 89 20 14.00 106 89 24 16.00 106-. 89 IwM Wall Loads Seismic Wind kis (kips) Controlling Load Case 1.776 0.534 Seismic Controls 5.033 1.859 Seismic Controls 4.144 1.531 Seismic Controls 1.692 1.424 Seismic Controls 1.480 1.246 1 Seismic Controls 1.692 1.424 1 Seismic Controls A 3.00 174 89 0.521 0.267 Seismic Controls B 3.00 174 89 0.521 0.267 Seismic Controls B 19.00 174 109 3.302 2.075 Seismic Controls F 8.00 174 109 1.390 0.874 Seismic Controls F_ 6.00 147 109 0.883 0.655 Seismic Controls I 19.00 147 109 2.795 2.075 Seismic Controls 1 10.00 157 120 1.570 1.202 Seismic Controls 10.00 157 120 1.570 1.202 Seismic Controls 18.00 188 109 3.391 1.966 Seismic Controls O 15.00 188 109 2.826 1.638 Seismic Controls S 18.00 188 109 3.391 1.966 Seismic Controls S 1 6.00 188 89 1.130 0.534 Seismic Controls r 0 11/14/95 - Lateral Analysis - Magers Res. - R.C.E. job 95-038 �7 p -7 rl NOTES: SEE SCHEDULE FOR SILL PLATE NAILING INTERIOR FINISH, SEE ARCH. DW65. OR SEE 5GHEO BELOW FOR TWO; . SIDED PLYWOOD SHEAR WALL. PLYWOOD SHEATHING SEE SCHEO. APPLY DIRECTLY TO STUDS O 16" O.G. W/ FACE GRAIN PARALLEL TO SUPPPORT5 BLOCKING O ALL PLYWOOD JOINTS A.B. SPACING, PER SGHEO. t WITHIN W OF ENDS OF WALL NOTE: ALL PLYWOOD NAILING SHOWN 15 EDGE NAILING 1) MINIMUM PLYWOOD PANEL DIMENSION 15 12". 2) PROVIDE 5LOGKIN6 AT ALL PLYWOOD JOINTS. 3) 3/5" PLYWOOD SHALL BE PLACED WITH THE FACE OF GRAIN PARALLEL TO STUDS, (VERT). 4) ANCHOR BOLTS SHALL BE SPACED A5 INDICATED ABOVE d WITHIN W OF ENDS OF WALL W/ q" MIN EMBED. 5) ALL EXTERIOR WALLS NOT SPECIFIED SHALL BE TYPE IQ WITH ANCHOR BOLTS SPACED O '12" O.C. 6) TOP PLATE SPLICES SHALL BE 21-16d NAILS U.O.N. '9 WALL SEATHIN6 (BELOW) MAY BE SWITCHED FROM 3/6" COX TO 5/6". T-1-11 (NO GROVES) OR TO 5/6" COX. USE 6d NAILS AS DESIGNATED BELOW FOR 3/6" COX. USE IOD NAILS AT THE SPACINGS SHOWN BELOW FOR THE 5/6" T-1-11 AND THE 5/6" COX. 6) USE COMMON OR 6ALVINIZED BOX NAILS ONLY. DO NOT USE 6ALVINIZED GASIN6 NAILS. 0 SHEAR NAILING 5CHEDULE S ea `'� Wo L n1G WALL MARK SHEATHING i NAILING SEE NOTES 1 t 6 SILL CONNECTION1 1P� 3/6" COX ONE SIDE W/ END NAILING, 1/2" dia. A.B. O 46" o.c. (('' Z20 T 4 �S 6d O 6" o c. P =71 `� cF6 6d O 12' o. . FIELD Q 3/6" COX ONE SIDE W/ 4" END NAILING, 1/2" dia. A.B. O 24" o.c. 3 Z O T bd O o G. z L4 bd O 12" o.o. FIELD NAILING © 3/6" GDX ONE 51DE W/ 6d O 3" END NAILING 1/2" dia. A.B. O 24" oz. L} (C0 o.c. 6d O 12" oz. FIELD NAILING 3/6" COX TWO 51DE5 W/ 8d O 4" oc. END NAILING 1/2" dia. A.B. O 16" oz. (0L40 r10ne. 6d O 12" oz. FIELD NAILING, 0 SHEAR NAILING 5CHEDULE 1/14/95 - Lateral Analysis - Magers Res. - R.C.E. fob 95-038 D g t 0 Chord Force Summary (worst cases) Chord Data Unit Load (w) Seismic Wind Max Chord (T) = Force w•L2 # Nails Required At Each Chord Chord Chord Length (L) Depth (D) Bounda Line ft ft I I Kis 8•D Roof Dia hram Chord Forces B8i1 3U 12 38.0 28.0 1 188 1 109 1 1.21 9 -16 d's ] 8L S 3 8z 12 36.0 28.0 1 188 109 1 1.09 8 -16 d's 128124 OUS 32.0 18.0 106 89 0.75 6 -16 d's Max. Drag Force @ Line 3.00 Nail Size = 16. d Required Nails Nail Shear Capacity = 108 pounds At Splice = T Max Number Required 21 -16 d's 1.33•Shear Cap. t 0 11/20/95 - Lateral Analysis - Magers Res. - R.C.E. job 95-038 Wall Line a Load Wall a pp m sisg et Uplift omments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (klf) (kips) (foot -kips) (kips) 572 st Level eismic • 0.53 Wind 10.00 8.00 5.34" 0.191 4.07 0.159 HPAHD22 st Level 5.uj Seismic 60 w x 13.00 8.00 34.89 0.557 15.15 2.468 HPAHD22 1.86 Wind 13.00 7.00 11.27 0.557 9.10 0.311 HPAHD22 13.00 8.00 12.89 0.557 11.88 0.125 HPAHD22 3@ 1st Level 5.03 Seismic 13.00 6.00 28.04 0.557 8.52 ' 3.253 HDSA w/ 4x POST 13.00 8.00 37.38 0.557 15.15 2.779 HPAH,D22 1.86 Wind 13.00 6.00 10.35 0.557 6.68 0.612 HPAHD22 1 13.00 8.00 13.81 0.557 11.88 0.240 HPAHD22 Seismic 8.52 1.614 HPAHDZZ st Level 5.84 13.00 10.00 30.35 0.557 23.67 0.667 HPAHD22 13.00 9.00 27.31 0.557 19.18 0.904 HPAHD22 2.95 Wind 13.00 6.00 9.22 0.557 6.68 0.422 HPAHD22 13.00 10.00 15.36 0.557 18.57 No Net Uplift! HPAHD22 11 13.00 9.00 13.82 0.557 15.04 No Net Uplift! HPAHD22 s� s 11/14/95 Lateral Analysis - Magers Res. - R.C.E. job 95-038 Wall ne Wall Loada a Applied Forces Resisting Resistive etUplift mments ID Load Type Hh Lengh OTM Uniform Load Point Load OTM Force (feet) (feet) (foot -kips) (klf) (kips) (foot -kips) (kips) st Level .48 Seismic 1.25 Wind 13.00 6.00 16.19 0.203 2.44 2.292 HPAHD22 st Level 1.6y Seismic . 6U6 HPAHDZZ 10.00 3.00 8.46 0.167 0.64 2.606 HPAHD22 1.42 Wind 10.00 3.00 7.12 0.167 0.50 2.205 HPAHD22 10.00 3.00 7.12 0.167 0.50 2.205 HPAHD22 st Leveletsm c o et Uprift! o o - own Required! 0.27 Wind 10.00 16.00 2.67 0.191 16.28 No Net Uplift! No Hold-down Required! st Level 3.82 seismic 66 HDSA w x POST 2.34 Wind 13.00 10.00 30.45 0.415 13.85 1.660 HDSA w/ 4x POST t st Level 2.27 Seismic 13.00 7.00 1233 0.415 8.65 0.611 HPAHD22 13.00 9.00 16.62 0.415 14.30 0.258 HPAHD22 1.53 Wind 13.00 7.00 8.70 0.415 6.79 0.273 HPAHD22 13.00 9.00 11.18 0.415 11.22 No Net Uplift! HPAHD22 M7TSeismic n eve Bz 0A is 4.41 1.48 1 HPAHDZ2 13.00 5.00 11.82 0.415 3.46 1.672 HPAHD22 13.00 8.00 18.91 0.415 1.1.30 0.952 HPAHD22 13.00 6.00 14.19 0.415 6.36 1.305 HPAHD22 3.28 Wind 13.00 5.00 8.87 0.415 3.46 1.082 HPAHD22 13.00 5.00 8.87 0.415 3.46 1.082 HPAHD22 13.00 8.00 14.20 0.415 8.86 0.667 HPAHD22 13.00 6.00 10.65 0.415 4.99 0.944 HPAHD22 JI N 11/07/95 - Lateral Analysis - Magers Res. - R.C.E. job 95-038 �' t Wall ne Wall Loada a Applied orces Resisting OTM Resistive Net Uplift ---comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force (kips) (feet) (feet) (foot -kips) (klf) (kips) (foot -kips) ' (kips) st Levela micw x 13.00 8.00 36.85 0.415 11.30 3.194 HDSA w/ 4x POST 3.17 Wind 13.00 6.00 17.65 0.415 4.99 2.110 HDSA w/ 4x POST �--� 13.00 8.00 23.53 0.415 8.86 1.833 HDSA w/ 41 POST st Level 2.83 Seismic I J.05 4.00 12.25 0.415 2.83 2.355 HPAHD22 13.00 8.00 24.49 0.415 11.30 1.649 HPAHD22 1.64 Wind 13.00 4.00 •7.10 0.415 2.22 1.221 ' HPAHD22 13.00 8.00 14.20 0.415 8.86 0.667 HPAHD22 st Level 4.52 Seismic I J.UU 6.00 15.33 13.00 17.00 43.45 0.415 51.03 No Net Uplift! HPAHD22 2.50 Wind 13.00 6.00 8.48 0.415 4.99 0.582 HPAHD22 13.00 17.00 24.02 0.415 40.03 No Net Uplift! HPAHD22