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HomeMy WebLinkAbout025-110-050025-110-050 99-2410 STEWARD, MARK 571 BIGGS EASTHWY., BIGGS CONTR: OWNER NEW GARAGE �i�vltL /a /s-ao 025-110-050 00-0087 STEWARD, MARKFjUP/0/24/Gtr 571 BIGGS EAST HWY., BIGGS CONTR: OWNER NEW SINGLE FAMILY DWELLING 9 t NOTES PERMIT NO. _RESIDENTIAL ;.T ..r l ( 025-110-050 999-2410 S STEWARD;' MARK I 571 BIGGS EAST HWY., BIGGS CCONTR:^OWNER ..NEW -GARAGE r /z_ SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY r Address i I GAS Meter By ELECTI Meter By Date Date I JOB FINALED (Date) Signature 4 i 'a kr y _RESIDENTIAL ;.T ..r l ( 025-110-050 999-2410 S STEWARD;' MARK I 571 BIGGS EAST HWY., BIGGS CCONTR:^OWNER ..NEW -GARAGE r /z_ SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address i I GAS Meter By ELECTI Meter By Date Date I JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: )ate FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6, Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date We Card B-1 Date Card B-1 Card B-1 Date Card B-1 )ate Card B-1 Date Card B-1 Card B-1 Date Card B-1 late FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails late Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 ,ate Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 late Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing ate Card B-1 Date Card B-1 ate Card B-1 Date Card B-1 ate MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. ate Card B-1 Date Card B-1 ate Card B-1 Date Card B-1 ate Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ❑ Yes i] No/Walks 0 Yes' No/Planters El Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V = OK 0 = NotOK - = Not Applicable * = Not Ready MOBILE HOMES 41 Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, ERS, CARPORTS GARAGES (Plans) OK exce t #'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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ectric Frmg.; Sills-Anchors-Studs-Rftrs-Trusses ,G- ng; Nailing -Veneer -Stucco -Mesh of; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date w- - Card B-1 Date Card B•1. Date' Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health DeDartment ADDroval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a ' , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION OC V 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 9�°�PE MIT o (Rev. 12/66) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-110-050 ZONING A5 BUILDING PERMIT OWNER MARK STEWARD TEffW-E1859 SO. FT. OCC. BUILDING VALUATION 32,256 OWNERS MAILING ADDRESS 571 EAST BIGGS, BIGGS 95917 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 32.256 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 304.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 197 60 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 521.60 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE 56 X 32 Gas piping system 1 - 5 outlets 15.001 nn Building sewer 15.001 rin Mobile Home I S I G I W I@20.00 PERMIT FEE S 101.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.A.R LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +000A 46.00 NEW CONST. DWELLINGOCCUP. ADDNS.( ACC. S. 3.5,s,.I 62 70 NR CONST. M NO RESID. 97.50 APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES .010 20 00 Ex. Occup. OU�DS(RESID,GEA Temporary Service N20. Mobile Home Facilities Misc. Wirin PERMIT FEE $ 715-70 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET: $ Policy Number (The above sections need not be completed 9 the permit is for work of a valuation of one hundred dollars ($100) or less.) 9 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 forthwit omply with those ro ' X Date 16 A _ SigWaiurh of Applican - ❑ Owner ❑ Co actor IQ Agent An OSHA permit is req ired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. n YNTOTAL F $ 72/30 HAZ. D. FEES IMP- r , FLOG CDF PARCEL r N{ G U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D e J Dafe Receipt No. 280422$728.30 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION o— 1 /0 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMn � S l D ^ �,, S� ZONING BUILDING PERMIT ' OWNER InAUp _ �� A TE�aNE /$ SQ Fr. OCC. BUILDING VALUATION OWNERS MALUNG ADDRESS 1�br/ I s 6A S -5;'12i CO RACTOR•S NAME 6 2, r TELEPHONE CONTRACTORS MAJUNG ADDRESS CONSTRUCTION LENDER Fire lace LENDER'S MAIUNG ADORM Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee S I d o ARCWTECT OR EN"EERS MAU,NG ADDRESS Plan CheckingFee S d euwwoADDRESS _ -�• ' ^ 1� V l� Energy Plan Checking Fee S S • PERMIT FEE S S Q IDT NO. SUBDIVISIONS NAME 'Q�„•���T /(A� I, ` ,�J PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tr � 7.00 a °� USEOFSTRUCTURE/'� SF ❑ Duplex ❑ Mobilehome ❑ Other tr A IQ ACL C SPECIFY Solar or heat um water heater 23.00 Water piping 1 15.00 Each as water heater or vent 15.00 — TYPE OF WORK New,I Addition ❑ /�Remodel ❑ ��Utilities //❑ Installation Describe Work: (/J^7�/%`t" C� ❑ Other ❑ Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service "w.A LESS 23.00 ` Main Service 200A TO I000A 48.00 NEW CONST. DWR- OCCUP. 3.505. OR ADONS. 8 ACC. OLDS. . N CONST.= NON-R61D. @%•50 POWER APPARATUS S WOLE OUTLET CIA. EX. Occup. OlJT1 ET OR FDRUREs SAL ®I.SO Ex. Occup. olm Ts F316.OeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin #23.00 PERMIT FEE 0 e MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee $ Energy Inspection Fee $ / Doo CONST.TOTAL FEE $ -� 30 HAZ.IMP F1A00 COF PARCEL HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Data PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ^ Lu ASSESSOR PARCEL NER: OC;�S''" ` ` a Proposed Building Use: Building Inspector: \p Date: /49—t_5 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------- Yj. _Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06.'Energy Design Compliance and supporting documentation. ---------------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form.--------------------------------- ❑9,�ppanufactured Home data and installation instructions including Tie Down Specifications. ------------------ #<Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. aliforma Department of Forestry plan approval/fees. --------------------------------------------------------- lood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approvalHealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing perrnit. ----------------------------------------------------------------------------------- KPI'a A 5 Sf_Z2_/1t plan and business licensproval from the City of Biggs. -------------------------------- -------- -nning approval for (A se: 9 • l zo, r. (B) Parking: dl 8. Contact Land Development about d Improvements, ❑ Drainage, Legal Parcel. ----------------------- \ ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- 022. Workers' Compensation carrier and policy number. ----------------------- ---- -------------------------------- e2 . Owner -Builder Verification (Given to owner ❑, Mailed to owner �1).-------------------------------------- 2�3 �S A4. Letter of signature authorization.-------------------------------------------------------------------------------- ❑2 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 6. Letter of intent on building use.-----------------------------------------------=---------------------------------- C7 ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 1:129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: (Date) Weep you issu�t, process as follows 11 Mail to owner, Oi�sil t contractor. Telephone 1 and hold for pickup at �( office. ❑ Deliver with inspector. App i rt: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Dep t, , Other: 0e, Date: By: 1. Index permit application for the above items numbered: 11 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: /— Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Men Attached' Sent to Owner I Location 1 AP# Plan Approved for: Sewage Disposa, Water Supply: Public Private Well Clearance for dwelling. Other -S 12K -!_' �:z, y-oA e IT Ric04 gat.&, Hold final for: Final clearance O.K. for: NOTE: Environ men tat -flea lth Soecialist 8/96 Date 1 R -z O o"E7 /Al'r' :OVtL Butte County Environmental Health bi W5 25—If—moo Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. 4' Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major Ipb6r and materials for construction of the proposed property improvement :,YES[ VI -,!-NO'[ ]. 2. I HAVE[ ] HAVE NOT[ VI signed anapplication for a budding permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: P A -ex Sew PsQ- mv`S j ADDRESS: 0 �CITY: PHONE: '7�� CONTRACTOR'S LICENSE NO. qq6 7 M 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following..pecsons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK A� . r r' SIGNED: PROPERTY OWNER: U S KAY? U. '-a-'e le-. SOCIAL SECURITY NUMBER: DATE: I l 5 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 O.B.-1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They„are also required 'by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you. should be aware of the following information for your benefit and protection: 0 If you employ or otherwise. engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks'for you if you do not carry out these obligations, -and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue -Ser-,,ice_ (u -d. --if yogi wisb.;_the,U;S.:_Small. Business .Administration). For more specific information about your, obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial . Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuildee, building permit, erroneously implying that; the property owner is providing his or her own labor and material personally. Building permits are not requirgd to be signed by property owners unless they are performing their own work personally. ,a Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification” on the reverse side of this form so that we can confirm that you are aware of these matters. The building.permit will not be issued until the verification is returned. Sincerely, -Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 L A N D O F N A T U R A L October 25,1999 Mark Steward P.O. Box 1060 Biggs, CA 95917 Building Permit Number: 99-2410 Assessor's Parcel Number: 025-110-050 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: - (530) 538-2140 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: (1. An office does not fall under the category, of vehicle and household storage. If you are putting an office in this building, you may have other requirements to meet, such Xs firewalls, fees for living area, etc. Your interior braced wall panels must be 25 feet on center. Therefore, they need to e longer. Your elevations do not match the floor plans as far as doors and windows at the rear XP7d right side. Please clarify. Lea-se-i-n4i.cate-t-hc Ao tion and type of water heater. �S�Are there any other structures on t is property? Plan check will continue upon. receipt of the above items. Additional items may be required when plan check is resumed. rem . Linda Sexton Building Plan Checker 4, - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: C r —� ONE: 1 �• �� BUILDING PMT. # Imo► /�� _� � oma/ `/ / Cr OWNER: � '. D�Jb �', ' l��C.�L'�1t'.t'f)c-V'` r�V�1 PLORr PHONE:1 MAIL ADDRESS: :�O (p_ D SITE ADDRESS: PROPOSED USE: Q. L t �/✓1 ! �1 Y 1 �4 J PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: / 1. Is there a primary dwelling on the property? Yes: No: ` 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: v '✓ 3. Will items produced in this building be offered for sale? - '' ,Yes: N6: 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No!: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: ✓^ 7. Will this building be occupied at any time as an eating area? Yes: No: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: l� SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: —� 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: / V� 15. Will this building be heated or cooled? Yes: No: t/ 16. Will this building have a water closetttoilet? Yes: y", No: 17. Will this building have a sink? Yes: V"' No: 18. Will this building have a water heater? Yes: �� No: 19. CO� T�� What type of floor covering will the building have? �C-"C'�� 1 G C 20. What type of wall covering will the building have? , 'Q f Z -Y W� DETACCFR.WB2 06M 7/1998 44 Jl— ADDITIONAL INFORMATION: W/,d e,()'bYVI 10 LV4 e Lf y c1 y I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building Will requir6'permit fro a pe ing authority. I un nd that Real Estate Disclosure laws require disclosure of sinform ion if or when offered for sale. *,11 0 (A 42 1 OWNER'S Sl RE E R S-SbWUkE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: xiC DETACCFR.WB2 06M 7/1998 44 Jl— �,:X� _ +7aj ' .�J �\.C'+..ti^.\i � � � iL+�'S d �' 1•-i 1 N � 1 - 1 `.: •1�, '�1 � � \I • � y�•.�\.eiti� ti-. + : -. ,-:�5�„, 2 "t •' - _ t� .ice.. I', : �i'`�X. k� 41 r'•.t i i` s?%i . L �.+.,�V:,_..hs'vt�'f�lr�'�- rq.. �✓ .`.L ��-41..f,,,_•�"4 �`: ,.f �i �Y-.� 9 • L s . T r.7 . yY yy ' � w;7 1 OROVILLE, EA 95965 COPY of Document Recorded 10 -Apr -2000 2000-0012607 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. Thi property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of thi! property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited tc herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation plowing, spraying, pnuimg, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has establishec agriailtural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows. l,vT t 4 c ra t2to Payr. ► ; oCO t_o,,, AGcaRAt u c; -ra -cam o FFictA,(- M p3,01 TFFE'¢.t;a*F (L��LtsR l -J Tiff. OeRce o F T0 -E ZL co"em_ o F-n.+ss. rii' o;: g'? o Tr E t gTys1Z- op CAL't t F Feb. IS' 18gZ ttJ r Af' 950oiL 5 AT PA&F- 3t. r-(WT1wt,-WMETe6m -I-q�, Pe2rto� ��sc6�se� moo ' S : �t (�Ntvi rJCo Gip POt N F t.3 Tei E SavTs1 ua,E O F 5mh l D LoT tb, �(s r> r Zog-Fe r t, SST FRS fit; Sou-Mo3IST cote of SA 10 Lor sem; TSE A -r P �- A• &uE& �02.T* A&o Prfa&LLF U_3,1 'rW -ME t --_-4e u a S or Sato uo r tb; A ci+ US F59T Zpa.Po,..�-ri Ttijp�jC�ars Rt frt4rA-►�t:c.E� w�ST q �tst�►��� 1t)�i Toi�Ac�►r>-, 4 Dt�a1`�ka�CE of Zo$ �r'rDT*C 5ovTa+ UpF of SP,t4lt>T i�, ZY�G�EASTb.sen:�fa riFI '56v-rA tadE OVSr-10 UT -5 14.ANt7 It,, A-Disr"CsoC7 loo FSET-rDTtirs %,or c. G: C06. Date__41 t 00 1 jIUJ ii1 /t State of California ) County of On /// C -1r __ b .2 10 " before me, personally appeared t�ft� / , f -7 -FR// /[)9/T7/_a,� oersonauv known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument WITNESS my hand and official seal. Signature . �Seal. RUDY A. RINDLISBACHER Comm. #1148759 0 �� , Notary pubic -Canto California Cn Butte County rQ1 My Comm. ExP. duty 20. %Ou ;i A.P.#_:,��,��.»t�.�.��.�.�titi�»��,•.�;��.ti��:• MOTES RESIDENTIAL 025-110-050 PERMIT NO. r __ 00-0087_ _- STEWARD, MARK ' 571 BIGGS EAST HWY., BIGGS I CONTR: OWNER l NEW SINGLE FAMILY DWELLING l� tv } I F I h C/ V � )i �E I #� r f it 'l t t� SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER . OFFICE COPY Address GAS Meter By Da� ELECTRIC Meter By Date .; JOB FINALED Signature -- /=OK 0 = Not OK -'= Not Applicable Not Ready MOBILE HOMES = Date MOBILE HOME`UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ PLPG 1. 7. Well Clearance & Disconnect 2. 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Carports; Windows -Doors 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 Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI 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- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date : Card B-1 Date Card B-1 Date * `' Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche i Date Card B -i Date Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date rfloor (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope _2 -F ,, Main; Soils-Elec. Grndj'Z�', Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /- Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ r Fig. Depth (Single & Duplex) Date mwalls, Main; Steel-Blockouts-Wrapped 48_�yagers-Post walls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped Piers -Fireplace Ftg.-Steel 47. Clin D W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 0_115igm-ce L UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test A ' %ZPipe; Test -Anchors -Regulator -Service Test Bd —Water 12. Ele tric Underground Gara le ms & Ducts; Clearance -Material -Support -Ins. 52,.-IropArty rder ills -Anchor Bolts-Joists-Vents-Crippies 93'-E—xt Doors -One 3' -Check Garage 3rd q!2y. 2 Exits ss & Ventilation Width- Headroom- Rise- Run ander- a Protection 16. Insulation on Roof Overhang -Attic Vents Ratter Outriggers 5 iding-Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 7. Water Htr.; Vent -Access -Combustion Air Baffle Lle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 0. Showe -Pan; Test, First Floor -Tub Access r "`'Jj Date AQ 21. T Tub & Shower, Second Floor -Tub Access 2XGas Pipe; Sixe &Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixtyce & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors tW ze Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 27. Egwiiy. Ground made up w/Mech Fastener2 Bon Gas & Water 2. 2 pliance Circuits in Kitchen & Conductor Size GFI Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No S ice -Riser Conductors & Ground Main Disconnect E . Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light z2 Lt '15ate Smoke Detector Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Wr_Ve�Fan, Exhaust above insulation . gotidensale Drain & Overflow, Size & Grade 38'F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet /�1 Lu 319"Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date„,'FRAMING (Permit) OK except #'s 46. SjW Proper Materials & Anchors 4 W tuds-Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing att Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Conlinded) 48_�yagers-Post Caps -Anchors -Connectors 47. Clin Joist-Rhr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. 0_115igm-ce Ties or Type A Flue -Fireplace Throat Clearance A ' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bd : Windows or Exiting Doors -Sill Ht. & Dimensions Gara Fire Protection Framing 52,.-IropArty Line Firewall & Openings 93'-E—xt Doors -One 3' -Check Garage 3rd q!2y. 2 Exits 54/.Staij§;_ Width- Headroom- Rise- Run ander- a Protection lyw on Roof Overhang -Attic Vents Ratter Outriggers 5 iding-Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access —”C 56. I ing Area -Glass Protection -Skylights -Plastic 5 hgar Walls; Nailing -Bolts race,lnterior/Exterior Wall Panels Itration-Walls-Windows Date Card B-1 `' Date I(yd/Card B-1 Date Card B-1 Date VF(Plans) OK except #'s xt. s -Door & Sidelight Protection -Landings S Detector umace Vents -clearance -Comb, Air -Connector - IVY In Garaoe/Above Floor-Ducts-Mech. Protection ,r7 G. . & Bath Fixtures & Tub Access -Spa lec. Trim & Suboanel. Breaker Sizes & Labels 70- Firepl -Stove, Clearance -Hearth 7 . Igp.Autlets at Wood Panel, Int. & Ext. 77. Kit. Fixt. & Appliance; Ground -Air Ga -Cooking Clearance 73. Elec. Outlejg & Receptacles at Kit. Counter 7 arag ire Door; Swing -Landing -Closure Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar e; Above Floor-Mech. Protection IbJee 8 Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection ulation- Foam- Looked in Attic Guar ails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C) Yes @2. Following Inslld./Drive res 0 No/Walks ] Yes Q115Planters Q Yes ] No 83. Stucc gown -Finish A.0 tDisconnect, Electrical -Plumbing Vent ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Wel—Disconnect, Electrical, Plumbing Trim, G.F.I. Receptacle -Underground Ventil 'on Throuithout House tib G,kfs Protection Correctio /s from Previous Inspections as T t -Meters Tagged, Gas -Electric a ewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates AnArifiregs Posted Date Card B-1 Date I V I ardVI Date Card B-1 Date I r Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' _ 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date !!-== !/L! Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT -OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE UwN/tthis PERMIT NO. A roudicates that the following violations of butte county Ordinances exist at the abovould be corrected. Please notice this office when correction of work is compe any questions pertaining to this matter, or need additional explanation, pleasice immediately. .'1 '.R K ri2W ? o<tZCC-r l� Cr S" A 7_._,-. REV 10/92 COUNTY OF BUTTE .r .. BUILDING DIVISION I'9 DEPARTMENT OF -DEVELOPMENT SERVICf~S 411 Main Street • Chico, CA:,* (530)1191-2i 1O 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE .OWNER PERMIT NO. A routin spection indicates that the following violations of butte county Ordinances exist at the abov address and should be corrected. Please notice this office when correction of work is c pleted. If you have any questions pertaining to this matter, or need additional explanation, lease contact this office immediately. ILLr- /K V711A--00--- (.-- C a�TEsc1 z !tel "'�8 U I (9 t 1�;u t 7,, ax, A / n A b.. 97 Date REV 10/92 Inspector LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 571 E. Biggs Hwy Biggs Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) x Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand -Name Johns Manville Thickness (inches) 10.25" Thermal Resistance (R -Value) R30 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .500 Ib. Minimum Thickness 13" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material . Fiberglass Batts Thickness (inches) , 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name ` Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#4991509'p�?5� LOERKE INSULATION CO., INC. Item #s igAre,Wej-4--LInstalling Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcontractor _ (Co. ) ame) Or General Contractor Co. Name Or COJwner Installing Subcont � ctor_ (Co. N ame) Or General Contractor Co. Name Or Owner H COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ee 00F7 ASSESSOR PARCEL NUMBER 025-11-0-030 ZONING BUILDING PERMIT oo OWNER MARK STEWARD TELEPHONE 868-1859 SO. FT. OCC. BUILDING VALUATIO 2316 R 125 064.00 OWNERS MAIUNG ADDRESS 571 BIGGS EAST HWY, BIGGS 540 U 9,720.00 CONTRACTOR'S NAME - 02N34 TELEPHONE 711 C 9 243.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $144.027.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 797.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 518.05 BUILDING ADDRESS 571 BIGGS EAST HWY BIGGS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1.358.05 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 8.00 USEOFSTRUCTURE SF ff Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New [A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OV OR LE' Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is irqull force and effect. License Class Lic. No. A ® OWNER -BUILDER DECLA ATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. `❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( 6 ACC. UDS 3.5¢FT: 99.95 T. NOµpOSID. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE. IT. CIR. OUTLET FIXTURES Ex. Occup. SAL @':: 0 FIXED APPLNS. OR 5.00 Ex. Occup. ourtETs RESID. E0. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t -95 MECHANICAL PERMIT Fling Fee 20.00 Heating 0.00 Cooling Hood 6.50 Ventilation GAS STOVE 15-00 PERMIT FET= $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers'omp n provisio s o ection 3700 of the Labor Code, I shall forthwith omp Ith se provis ns. X Date Signature WAplicant - ner ❑ Con actor ❑ Agent An OSHA permit it required for excavations over 60" deep and de olition or construction/ of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1815.00 HAZ. . FE IMP D .__ COF PARC HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 6 l�v 6V PERMIT EXPIRES ON O I bt.) ReceiptNo. 285695/588.95 e) -J WHITE-D.O.S.-B.D. CANARY -ASSESSOR PI -INSPECTOR GOLDENROD -APPLICANT II TO: Building Department FROM: Environmental Health 5. q. US LY Plot Plan Artachaa Floor Plan Artac d Sant to S.D. e /O 106 SUBJECT: Sanitation Clearance C,5'a a Owner Lo on AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Z Clearance for . Other '7� 4110-1n 6tSr+1 Hold final for: M"n I r l K fnr- COUNTY ' F BUTTE -DEPARTMENT OF DEVEL.T SERVICES - BUILDING DIVISION O 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: S rE 1� 4 ASSESSOR PARCEL NUMBER: ©r}-��..a� U Proposed Building Use: �' Building Inspector: %f7ZO., Date: At time of permit applicitiqfi, Ywas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------- ----------------------------------------------- . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- (gEngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ---- 1- P 5. -Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ❑ T. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form.------------------------------------- ufactured Home data and installation instructions including Tie Down Specifications.------------------ f112 s of $ --------------�---- �eea=2-�------------------------------- ,�(� 32 ? act fees as shown on the attached schedule.---------------------------------------------------------------- ^ 00 ifornia Department of Forestry plan approyal/fees.------------------------------=-------------------------- r; ood elevation certificate. ------------------ ----------------------------------------------------------------------- Sanitation and plot plan approval C�'� Health Department. ------------------------------------------ fid— 1�. City of Chico plumbing permit.----------------`------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: -&K (B) Parking: —2) -cam + ❑ 18. Contact Land Develdpment about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ®� ��. Encroachment Permit for driveway (construction approval prior occupancy). ----------------- n Q Ad 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- Letter of signature authorization.-------------------------------------------------------------------------------- rded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. E143 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ --------------- 30 Other: .M4f_JC�" Ab ? 1 e_Kt& Ulf Z ScC5 I(— fr-tl~id s nj E -6W ------ W7elyou issue e t, rocess as follows ❑Mail to owner, ❑Mail to contractor. ��� Va6 �' lX g phone and hold for pickup at© ffi liver spector. 5-rP U6'T- O�� �? 1A, '3 /O0 (� 1 � -CSO Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollut on Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index permit application for the above items numbered: i lan Check List 2. Additional items required: Contractor, designer caner was advised of the above required data by ❑ phone, Kmail, ❑ Building Division counter, by Date: Contractor, designer was advised of the above required data by �Qphone, ❑ mail, ❑ Building Division counter, by Date: ?.ay_ o Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was Ovised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: t-3 i eex Plans approved by: Date: ' 4 Sets of plans on hold in Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. .4, . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE,.OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER i575— 5— 14 PROPOSED BUILDING USE .- DING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... -- Revised Plan Checking Fee ....... $ _PJ�n2 SCHOOL DISTRICT. FEES I s G G 3 r0aid at District Office) 3 SHERIFF FEES (paid at Building Division) est tial ........Units' Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Bui d g Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #CCP��—/f D^dS D DATE / " / e © Q RECEIPT # ATE REC At time of permit application, I was advised the above, fees are required to be paid prior to issuance of the building permit. These fees may be -changed during the plan checkinkprocess. APPLICANT DATE I--� 18 Pursuant to Government CL Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days From the date of approval of the'project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE Y A Pl/O� Plot an Attached /r (, Floor Plan Atta •d �VC� �Ci/ lI Sent to B.D. %U ! � 5-t) k g L A 6,P5-//(3 -(36,::) Owner Location AP# / Plan Approved for: Sewage .Disposal Water Supply: Public Private Well !� Clearance for dwelling. Other cpm WWI M"fflfflm Environ ental qgalth Specialist Date 8/96 n IAPPROVED Butte County Envi n e al H alth rate FrruPLE T7 0 rn �j'71 tai t Af N BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. ti A.P. Number . Q _5 Jurisdiction: City County Property Owner SCY idA 16 Property Location/Address 5-71 O t «-s £ '1' #W-5 Subdivision Lot No. r:................................................� Residential Development .......................................................... u Sq. Footage 23 16No of Living Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # i .................................................................................................................. '(No foundation inspection)` t. - -.. . �� A�,M:R_ Commercial %Industrial �~ E.�� �.._ ( ..:..dt ^F,s .a. •X+., , .) y _.., �,f,-nom,. .-...u:v-..._Yn _. .. . 5... 1 Sq. Footage - .�.�. •a- �. --w. . .. ' New Addition (Including Exterior C• Roofed Areas) Building Department Representative (Floor Plans reviewed by School District Personnel) Date District Identification No. 0619 School District certifies that m L S:k— "JQ /I (Applicant) ' (Street Address) ✓ / (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �� by payment of $ representing „�j �, �� . square -feet. JFAB 2926 $ _ - FULL MITIGATION $ .A District flea Paid by Check 1/ Remarks: 11 .3 -49-00 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District -incompliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency.that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm .I— e- March 28, 2000 Mark Steward 571 Biggs East Hwy. Biggs, CA. 95917 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-110-050 Building Permit Number: 00-0087 This office reviewed building plans for the permit application referenced above. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Additional comments may be generated if the plans were incomplete, inconsistent, or not adequate to depict code compliance. 2. Sanitation and plot plan approval is required from the Butte County Environmental Health Department.. 3. Recorded copy of the Agricultural Acknowledgement Statement. 4. Balance of Building Permit fees $1,226.05. 5. Sheriff fees = $360.00. 6. Complete and return the enclosed Butte County School Impact fee certification form. 7. Encroachment permit for driveway construction. If you wish to discuss any requirements you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 1 of 1 January 31, 2000 Mark Steward 571 Biggs East Hwy. Biggs, CA. 95917 0 1 1 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-110-050 Building Permit Number: 00-0087 This office reviewed building plans for the permit application referenced above. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: U1 Bracing does not comply with the requirements of Uniform Building Code section 2320. A lateral design, by a California licensed architect or registered engineer, shall be required. Indicate braced wall panel types and locations. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets f plans depicting the designed elements and cover sheets of calculations. Expansive soil may be encountered on this site. This condition will require the foundation to be designed by a California registered engineer or licensed architect. Indicate the location of the water heater and the HVAC equipment. Plan review will continue upon receipt of the above items. Additional items may be required when plan review is resumed. 5 Sanitation and plot plan approval is required from the Butte County Environmental Health Department. (0 Recorded copy of the Agricultural Acknowledgement Statement. 7 Balance of Building Permit fees $1,226.05. 8. Sheriff fees = $360.00. QU Complete and return the enclosed Butte County School Impact fee certification form. @Encroachment permit for driveway construction. If you wish to discuss any requirements you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 1 of 1 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to -avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the. proposed property improvement.: YESD4, NO[ ]. 2. I HAVE[J HAVE NOT[ ] signed an application fora `building permit for the proposed work. 3. I have contracted with the following person (firm) to provide -the -proposed construction: NAME: ADDRESS: CM: PHONE: CONTRACTOR'S. LICENSE NO.-=. 4. I plan to provide portions of this work,- but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CTTY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following -persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER:1 � DATE: f -- 122 _ 00 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work .(including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for"you if you do not carry out these obligations,"and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only . under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an `bwnerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification' on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE ,.Lid n Permit #: Date:. Genera/Information AP#: Ad 1 d Owners Name: �P�l�/T/� , mmic Parcel Acreage: 4.(� J � Owners Address: / Building Site Address Property Information Permit Tvoe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑ Well ❑ Other Zone District: A-5 Date of Zoning Ordinance: General Plan: (5' Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement IS No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan JM No ❑ Yes Violation Area ❑ No ❑ Yes Specific Plan -ENo ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ® No ❑ Yes, check use ej No ❑ Off " Yes 1 I ^ Floodplain Zone: Panel Number: f 7o C_ Watershed Protection Zone No ❑ Yes Proposed Use Comolies With: 14 General Plan ig Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side Side, street Rear Height Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Creat);�eeds Date of Creation: (0 3 Legal Access Provided: ❑ No ❑ Yes Deed Reference: 2 1 �, jZ, j� 5 Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No es, Road Name: (-2-;,1 (, G S EA S T `( Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: yVA5 25,-100-0-34 .20 t J3 0wM�?2=s R&-tx)-F--Sr g G ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other 4 General Comments: AIG 3WdO1303 4NYI 3 y Q3A133311 i • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: ftIA 2K 5 -MW fi(L)L� Building Permit Number: 00-0087 Plans Examiner: 0 A. P. Number: O 2 5 - 110-0-50 GENERAL: .4': Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work on the application. -87 Existing violations on the property. k Recorded notice of violation. PLOT PLAN: A!' Complete parcel size and dimensions. 2! Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. ,�. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). �! FAU & FAS road setback. $! Building or utilities across lot lines (record form).. _ FLOOR PLAN: d! Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 2' Egress windows (Uniform Building Code section 310.4). 4.7 Skylights (Uniform Building Code section 2409 & 2603.7). X Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). i-FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). rohibited locations of gas water heaters (Uniform Plumbing.Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). W. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). kl' Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). kf Smoke detectors (Uniform Building Code section 310.9.1). 13""Water closet clearances (Uniform Plumbing Code 408.5). 14"'Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 S'T'RUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing o en ineered design Uniform Building Code sedtion 2320.11.3). Cod_ Po9_eFF Clerestory requiring balloon framing and/or engineering. �6 ,r Three story building requiring engineered calculations and plans. 0Foundation plan complete enough to construct building. /Floor construction details complete enough to construct building. �7' Elevations and wall construction details complete enough to construct building. �8 Roof construction details complete enough to. construct building. Rafter ties or bearing ridge beam. X6. Fireplace construction details and calculations if necessary. Garage door header size(s). 1� Porch header size(s). IX Stud heights. 0. Expansive soil — special foundation design required. 1,.f Retaining walls requiring design. )0. Special Inspection requirements. X -Header sizes. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). �2' Guardrails (Uniform Building Code section 509). �! Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). �5! Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). 7. Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). •@f Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Y)' Attic access and ventilation (Uniform Building Code section 1505). 1 Combustion air for fuel burning appliances —LPG requirements. 8: Sound requirements. 14. Energy design compliance and supporting documentation. 1 Flashing at all exterior openings. DF responsible area requirements. ;7 -"'Building Permit requirements: 1,YI. SRA. V1. Flood elevation certificate. 1� Fire Sprinklers required. 1� Special Inspection requirements. 1 . Use Permit conditions. 1 Sub -Standard Housing letter. Page 2 of 2 � awnld ano lldl - :AS NMVUa -.iWONS :Sava'✓tip,,.: S`n� :Nbld :=IOOH S3W�.�OyH UOAb3aN3 :HOIO"INOO -l1 :.UNnoo I/4 :103f021d 7Z Zcvvotr� rkL �Z ; Z zl: 7/10;8 Z! - Z �W 0J... rake) � CJ�VZD Is M-.5 o o £ oZ 1 EZI 7,2l.-, Z 2 335 2 ' -1; 2� i 21�►� 7;5cr S' o�j. �► �2 —3-) %-W -Z) 1 b --� ;5Z MOVS 1NObd N011diuos a UWd NddS H011d NUM Slldl 31na3HOs ssn?JI 4 00-00 36-00-00 6-00-00 P" L 02B770z1 J Customer STEWART-ENDEAVOR Wed Mar 22 09:36:04 2000 Project #: 322STE Truss ID Al Family # 110 Span 36-0 Quantity 2 Top.Pitch 4/12 ACES -32 Ver.2.0, B1C (4/6/1999) 3 ,2-6 6-2-9 12-0-6 18-0 23-11-10 29-9-7` 36-0 ,2-6 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9' ' 4X4 4 3X8 �6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 (5 7 TROJAN L. HL TO PK: 18-11-11 R. HL TO PK 1B,-11-11 LEFT HEIGHT:0-3-14 SPAN:36-0 RISE:6-3-14 RIGHT HEIGHT:0=3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CH0RO:2X4 No.16Btr GR DF -L TOP 16 7 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.OEFL.@O=0.00 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24,0 in o.C. UBC-ICSO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.00, 0.L=0.00, T.L=0.00 NOTES: (I) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. a A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. rw D MAR z 4 2000 QgOFESSIO Qk���pON(; �`��s TAe C i Symbols 'Numbering System 'A General Safety. Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ` Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /a+ C2 Q J5 2. Cut members to bear tightly against each �/a -► 0 other. c 0�. 0 ! J 3. Place plates on each face of truss at each �, 3 joint and embed fully. Avoid knots and wane O�h " U at joint locations. ` For 4 x 2 orientation, locate Z, , Q_ 4. Unless otherwise noted, location chord splices Ca C, 0 plates 1/8" from outside edge of at '1 /4 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. - 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second. all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords•must be sheathed or purlins provided at spacing shown on design. 3 LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing.; WISC/DILHR 870040-N, 930013-N, .910080-N ti.. 12. Anchorage and/or load transfemngbconnections to trusses are the responsibility. of others unless shown. - BEARING 13. Do not overload roof or floor trusses with sfacks , of construction mdtenals. Indicates location of joints at 14, Do not cut or alter miss members orpl, w, 06t, ' which bearings (supports) occur. g pp > MiTek= Industries, Inc. "" f' prior approval of a�pPofessional engineer. ® 15. Care should be exercised in handling, erection -f and installation of trussesTM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. SANG -NAIL O 02877020 ) Customer STEWART-ENDEAVOR.. Mar 22 09:38:01 2000 Project #: 322STE Truss ID A Family # 110 Span 36-0 Quantity . ' 11'� Top .Pitch : 4/12 TOn. IA! ACES -32 Ver.2.0, 1310 (4/6/1999) PLATE OFFSETS (X=LEFT, Y -TOP) : [ j 10-4. 2) , 3; 2-6 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 2-6 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 4X4 4 3X4 3X4 1X4 3X4 ' 5X8 3X4 1X4 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 r (8 7 yf,": L. HL TO PK:16-1i-11 LEFT HEIGHT:0-3-14 SPAN:36-0 R. HL TO PK :18-11-11 RISE:6-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.355 TOP CHORO:2X4 NO.1&Btr GR DF -L TOP 16 7 BOTT B-9=0.509 BOT CHORO:2X4 No.i&Btr GR DF -L BOTT O B LL.OEFL.@10=0.18 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING:24.0 in.o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.18, D.L=0.17, T.L=0.34 REACTIONS, SIZE: 1--1262,3.50 7--1262.3.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2--2816, 2-3--2294, 3-4=-1729, 4-5=-1729, 5-6--2294, 6-7--2816, BOTTOM CHORD: 7-8- 2662, 8-9- 2662, 9-10- 2176, 10-11= 2176, 11-12- 2662, 12-1- 2662, WEBS: 2-12= 95, 2-11=-517, 3-11= 269, 3-10=-646, 4-10= 819, 5-10=-646, 5-9= 269, 6-9--517 , 6-8- 95. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC --94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ I0'O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR �� 2000ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. QROFESSio, v Qw ON(, 1,G 45, A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE N M49919 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 0 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancHE OF CALIF regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering. System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 3 " Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8+ C2 J5 2. Cut members to bear tightly against each 0 other. ZC3 o �. 0 3. Place plates on each face of truss at each L joint and embed fully. Avoid knots and wane p"vat joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices ce 0 plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 199x' at time of "This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. '. 13. Do not overload ro f'o floor trusses with std s i^^ BEARING of construction materials",- aterials,- r.w� ,. Indicates location of joints at 14 14. Do not cut or alter,,truss members or_plate without which bearings (supports) occur. g ( PP ) MiTek Industries, Inc. prior approval of a, p,ofessional en iheer t pp ",pr" ® -g 15. Care should be exercised in handling; erection t and installation of `trussesTM HYDRO A/R PANEL 07 ©1993 Mitek Holdings, Inc. 9 •s``.," CLIP GANG -NAIL ® N [ 02877024 ) Customer STEWART-ENDEAVOR wed Mar 22 09:36:27 2000 Project #: 322STE Truss ID CF Family # 223 Span 46-0 t Quantity 2 Top Pitch 4/12 Bot pitch 2/12 Tian. l AI ACES -32 Ver.2.0, B1G t4/b/15991 PLATE OFFSETS (X -LEFT. Y=TOP): (j3-3. 31. (j8=3. 3). (i 14-5, 21. [i 17-5.5, 2), f-1-12 P-3-8 I12-6[ 17-8 X23-0 .27-11-2.32-9-11 39-8-8 ( 46-0 4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3-8 5X6 6 2L &I)k r-011 3X4 3X4 � 3X4 s 5X6 5X6 4 e 3X4 s 3 94 SEE L Ep-T �N%Z 2 , 1. o 5X10 „ ,z ,8 17Is 3X4 3X4 3X4 3X4 11 x'Z 1X4 5X10 6X9 f-1-12 P-3-8 02-6 F17-8 24-0 30-6-244-10-1439-8-89 ( 46-0 1 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3=8 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-0-3 SPAN:46-0 RISE:7-8-3 RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L D TOP 8-9=0.762 TOP CHORD:2X4 No.1&Btr GR DF-1- F-LTOP TOP16 7 BOTT 12-13=0.693 BOT CHORD:2X4 No.1&Btr GR OF -L BOTT O B LL.DEFL.@14=0.55 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB = 1.25 PLATE - 1.25 SPACING:24.0 in O.C. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.55, O.L-0.52, T.L=1.07 REACTIONS, SIZE: 1--1417, 3.50 10--1417.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE 91 TOP CHORD: 1-2--4884; 2-3--4035, 3-4--4235, 4-5=-3994, 5-6=-3373, 6-7--3824, 7-8--4509, 8-9--4668, 9-10--4339, BOTTOM CHORD: 10-11= 4161, 11-12= 4219, 12-13= 4509, 13-14= 4125, 14-15= 3841, 15-16= 4073. 16-17= 3881, 17-18- 4710, 18-1= 4710, WEBS: 2-18= 63. 2-17=-913, 3-17=-336, 3-16= 206, 4-16--37, 4-15=-251, 5-15= 233, 5-14=-652. 6-14- 2084, 7-14=-562, 7-13= 400. 8-13=-255, 8-12=-36, 9-12= 273, 9-11=-605, NOTE: PROVIDE FOR 0.3B IN. HORIZONTAL DISPLACEMENT AT ONE BEARING NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL, CONN. W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -9%4 TOP CHORD BRACING @ 24" O.C. UATLESS RIGIDLY SHEATHED, BOTTOM CHORD MAR 7 4 n " 0O CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES 00FES,410� COMMENTARY AND RECOMhIENDATION. OQ 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE NO C( x^99!�1t9 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 1V I �\ Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �TFOF CAUF�� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols - Numbering System . A General Safety" Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8 V8� C2 C3 2. Cut members to bear tightly against each r. 0 0 �L-j 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber.shall not exceed 190/. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng.connections to trusses are the responsiOlity of others unless shown. im BEARING 13. Do not overload roof �or floor trusses with stacks: of construction materials.-" r� Indicates location of joints at14. Do not cut or alter truss.members or plate without which bearings (supports) occur.MIT@k Industries, Inc. prior approval of a'professional engineer. ® 15. Care should be exeYcised-lnhandling;'erection-/ and installation of trusses` 'q» TM HYDRO A/R ® PAN CLIP EL ©1993 Mitek Holdings, Inc. 3 __.... GANG-NAIL ® _. [ 02877023 1 Customer STEWART-ENDEAVOR wed Mar 22 09:38:18 2000 Project #: 322STE Truss ID CFamily # 223 Span 46-0 Quantity 5 4 Top Pitch 4/12 Bot pitch 2/12 TROJAr AI-C� v PLATE OFFSETS (X -LEFT, Y -TOP): [j3.3, 31. [)8-3, 31, (j li-3.5, 21. (114-5.21. 1j 1)=4.5, 2). 2-6 • -1-12 -3-8 )12-6 ,17-8 .23-0 ,27-11-2.32-9-11, 39-8-8 46-0 .2-6, 4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3-8 5X6 6 354\ 3 74 4X10 I 1X4 5X9 JA't 5X6 39-8-8 4-1-12 0-3-8 )12-6 .1 24-0 30-6-2 34-10-1R 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 4X8 10 f I. L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:O=3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 8-9=0.656 TOP CHORD:2X4 No.16Btr GR OF -L TOP i6 7 BOTT 12-13-0.650 BOT CHORO:2X4 No.16Btr GR DF -L BOTT O B LL.OEFL.@14=0.44 < L/360 WEBS . :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L=0.85 REACTIONS, SIZE: 1--1572, 3.50 10--1572.3.50 UPLIFTS (LBS) : FORCES- LOAD CASE 61 TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5--3712, 5-6--3181. 6-7--3576, 7-8--4130. 8-9--4177, 9-10=-3764, BOTTOM CHORD: 10 -SS= 3558. 11-12= 3607, 12-13= 4085• 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 17-18- 3680. 18-5- 3680, WEBS: 2-18- 63, 2-17=-290• 3-17--406, 3-16- 288, 4-16=-96, 4-15--160• 5-15- 188, 5-14=-567, 6-14- 1938• 7-14--490, 7-13- 313, 8-13--179• 8-12--134, 9-12- 420. 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD MAR 2000 CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS -� REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES Q40FES41O COMMENTARY AND RECOMMENDATION.QONO A. WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE N C069919 J, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. OF CAW . Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A -General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. �/8' C2 CJbJ5 2. Cut members to bear tightly against each ~other. o �, 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane0 at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) . truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of *This symbol indicates the fabrication. required direction of slots in 6. Unless expressly noted, this design is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade. perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided * at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. 401�1 continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility.of others unless shown. BEARING TM 13. Do not overload roof'or floor trusses with -stacks of construction materials. t ss Indicates location of joints at 14. Do not cut or alter, members or plate without, which bearings (supports) occur. Inc. ssional,engireer;MiTek prior prior approval of apro`fVe ® 15. Care should be exercised in handling, ereption and installation &f Trusses. HYDRO A/R 0 TM,:� PANEL s ©1993 Mitek Holdings,•I cs�' CLIP GANG -"AIL Customer STEWART—ENDEAVOR Project #: 322STE ; Span B-3-8 ACES -32 Ver .2. 0. B10 (4/611999) ( 02677029 ] Wed Mar 22 09: 39: 07 2000 Truss ID M1 Family # 201 Quantity 1 Top Pitch 2/12 8-3-8 8-3-8 3X4 z 3 8-3-8 3X4 8-3-8 L. HL TO PK: 8-4— 14 LEFT HEIGHT:0-3-12 SPAN:8-3-8 RISE:1-8-5 - RIGHT HEIGHT:1-8-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORO:2X4 No.16Btr GR OF—L TOP 16 7 BOT CHORD:2X4 No.1&Btr GR OF—L BOTT 0 B LL.OEFL. < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 NOTES: (11 -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. . WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. rte Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, wl 53719 MiTek Industries, Inc. UBC—ICBO.TPI-91 MAR ? 4 2000 Q�pFESS10, ONG 2� A NO. C .� _�%11 Of CAUF6_9 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ � f 1 s Center plate on joint unless /a Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8/a+ C2 C3 J5 2. Cut members to bear tightly against each 0 other. c o �. 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p U at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C7 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss,and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and J *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329,4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206,86217,9190 •,A�l ., Y otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load;transferring connections to trusses are the responsibility of others unless,'• shown. BEARING 13. Do not overload roof,or• floor trusses -with stacks } of construction materials .. u. r Indicates location of joints at 14. Do not cut or alter truss. members or plate�without / which bearings (supports) occur.prior MiTek Industries, Inc. approval of a pfofessional engineer. � .. ® � � 15. Care should be exercised`im� andling;•er`ection and installation of trusses'`°' TM.a, ® PANEL �1/R ® _ b•n, ©1993 Mitek Holdings, Inc. HYDRO CLIP GANG -NAIL n PLATE OFFSETS (X -LEFT Y=TOP): (j3=3, 31, (j8=3, 31, (j 11-3.5, 21, (114=5, 2)• (j 17=4.5, 21. 2-6 a-1-12 8-3-8 12-6 17-8 ,23-0 27-11-2,32-9-11, 39-8-8 _� 46-0 ,2-6, 4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3 8 t 5X6 6 3X4 3X4 5 7 3X4 5X6 4 8 3X4 5X6 3X4 g 2 4X10 14 1 15 5X10 1 16 3X4 A7 1 1X2 5X6 3X4 30 SXS Xy Me) 3x1� r�9-8 1.4 -►i -R I a-1-12 P-3-8 (12-6 ,17-8 24-0 30-6-2 x.34-10-12 , 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 4X8 10 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M207165.142 L D TOP8-9=0.656 Customer Project #: Span STEWART-ENDEAVOR 322STE 46-0 ( 02877022 Truss ID C1Family Quantity 7 4 `�t1' Wed Mar 22 # Top.Pitch Bot pitch 09:38:11 2000 223 4/12 2/12 BOTT O B LL.DEFL.@14=0.44 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 TAn.IAI PLATE OFFSETS (X -LEFT Y=TOP): (j3=3, 31, (j8=3, 31, (j 11-3.5, 21, (114=5, 2)• (j 17=4.5, 21. 2-6 a-1-12 8-3-8 12-6 17-8 ,23-0 27-11-2,32-9-11, 39-8-8 _� 46-0 ,2-6, 4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3 8 t 5X6 6 3X4 3X4 5 7 3X4 5X6 4 8 3X4 5X6 3X4 g 2 4X10 14 1 15 5X10 1 16 3X4 A7 1 1X2 5X6 3X4 30 SXS Xy Me) 3x1� r�9-8 1.4 -►i -R I a-1-12 P-3-8 (12-6 ,17-8 24-0 30-6-2 x.34-10-12 , 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 4X8 10 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M207165.142 L D TOP8-9=0.656 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 7 BOTT 12-13=0.650 BOT CHORD: 2X4 N0.16Btr GR DF -L* BOTT O B LL.DEFL.@14=0.44 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual DEFLECTION (IN.) L.L- 0.44, D.L=0.41, T.L=0.85 web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancIOU \F QC CAL* REACTIONS. SIZE: i--1572. 3.50 10--1572.3.50 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss UPLIFTS (LBS) : Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. FORCES - LOAD CASE /1 TOP CHORD: 1-2--3901, 2-3--3590, 3-4=-3862, 4-5--3712. 5-6--3181• 6-7--3576, 7-8--4130, 8-9--4177, 9-10--3764, BOTTOM CHORD: 10-11= 3558. 11-12= 3607, 12-13= 4085• 13-14= 3814, 14-15= 3570• 15-16= 3714, 16-17= 3453• 17-18= 3680, 18-1- 3680• WEBS: 2-18- 63, 2-17--290, 3-17--406. 3-16- 288, 4-16--96, 4-15--160• 5-15- 188, 5-14--567, 6-14- 1938• 7-14--490, 7-13- 313. 8-13=-179• 8-12--134, 9-12- 420• 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2114 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND B.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLQ��SkrQ,ri18-t 0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYSOQRQfESS1Q�, ADDITIONAL REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES RECOMMENDATION. "Y NG yG Fye COMMENTARY AND ��`l�,�� A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 11,40. W19 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual Sl I `�`►. web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancIOU \F QC CAL* regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB. 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. ,Symbols Numbering System A General Safety -Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ' Center plate on joint unless � � 1 /a Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8• V " C2 C3 J5 2. Cut members to bear tightly against each 0 other. c �. 3 a .3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O �y U at joint locations. ' For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices 11 C8 C7 C6 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19961 at time of 'This symbol indicates the fabrication. required direction of slots'in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 X 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing.shown on design. LATERAL BRACINGICBG 1591,1329,4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring,connections l to trusses are the responsibility of others'unless ,. shown. ,M BEARING 13. Do not overload roof°or„floor trusses with tacks of construction materials: - Z�j ' Indicates location of joints at 14. Do not cut or alteritruss members or -plate without. 3 which bearing`s (supports) occur. ' MiTek'Industries, Inc. prior approval of a,professional 4ngineer.:'; f ® V1 5 � ,. :;, , . :. 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc."- .. GANG -NAIL ® - 02877030 1 Customer : STEWART-ENDEAVOR Wed Mar 22.09:39:12 2000 Project #: 322STE Truss ID M2 Family # 201 Span 4-3-8 Quantity 1 -'tl Top. Pitch 2/12 ACES -32 Ver.2.0. Bld (4/6/1999) r 4-3-8 4-3--8 3X4 3X4 2 3 4-3-8 3X4 4-3-8 i nuu." L. HL TO PK: 4-4-3 LEFT HEIGHT:0-3-12 SPAN:4-3-8 RISEN -0-5 RIGHT HEIGHT:4-0-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 7 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.OEFL. < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in O.C. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00. T.L=0.00 NOTES: (1)—Gable studs spaced at 16 inches O.C. (2)—Brace vertical studs in accordance with standard gable end detail .(3)—Continuous bearing provided along entire bottom chord (4)—Provide IX4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ I OT"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR ? 4 2000 QRpfESStp A GNG YG 8,�2 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE NO 9 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual \ v building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. lo[ Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanceregarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- FQF. CALL* 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719' MiTek Industries, Inc. Symbols Numbering System ®General Safety, Notes,, PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8 V8+ C2 C3 J5 2. Cut members to bear tightly against each o other. 5 �, 0 3. Place plates on each face of truss at each 3 3 joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices rC8 C7 C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT.TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N' . 12. Anchorage and/or load transferring connections to trusses are the responsibility of'others unless: shown. im BEARING 13. Do not overload roof or floor trusses with stacks �° s , of construction ma}:° terials Indicates location of joints at 14. Do not cut or alter truss=`members or plate withouf which bearings (supports) occur.MITek Industries, Inc. prior'approval of a`6101f4ssional engineer. �r r 15. Care should be exerciseclJn:handling, erecti'on'� and installation of trusses:; TM ® PANEL HYORO�1/R® CLIP '' • r� ©1993 Mitek Holdin s,'Inc.��.�',.'- 9 GANG-NAIL '( 02877034 1 Customer STEWART-ENOEAVOR Wed Mar 22 09:39:35 2000 i Project #: 322STE Truss ID C2 AFamily # 223 Span 46-0 Quantity 3'° Top. Pitch 4/12 Bot pitch 2/12 ACES -32 Ver .2. 0. Bld (4/6/1999) �' PLATE OFFSETS (X=LEFT,Y=TOP): (j3=3. 3). (jB=3.31. [111-3.5,21• [j 14.5.21• (j)7=4.5.21, 2-6 a-1-12 8-3-8 12-6 17-8 .23-0.27-11-2,32-9-11, 39-8-8 46-0 .2-6. 4-1-12 4-1-12 4-2-8 5-2 5-4 14-11-244-10 99 6-10-13 6-3-8 4X10 1 5X6 6 3X4 3X4 5 7 N'q uv I R -349-3-R I Imo. 1.4-13-R "8-1 0-1-12 §-3-8 12-6 17-8 24-0 30-6-2 +34-10-12 , 46-0 [ 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 4X8 10 TROJAN L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 8-9=0.656 TOP CHORO:2X4 NO.1&Btr GR OF -L TOP 16 7 BOTT 12-13=0.650 BOT CHORO:2X4 No.1&Btr GR OF -L BOTT O B LL.DEFL.@14=0.44 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-9j REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.44, D.L=0.41, T.L=0.85 REACTIONS, SIZE: 1--1572.3.50 10--1572.3.50 UPLIFTS (LBS): FORCES - LOAD CASE Al TOP CHORD: 1-2=-3901• 2-3=-3590, 3-4=-3862. 4-5=-3712• 5-6=-3181, 6-7=-3576, 7-8=-4130. B-9-4177, 9-10=-3764, BOTTOM CHORD: 10-11= 3558• 11-12= 3607, 12-13= 4085• 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 17-18= 3680. 18-1= 3680, WEBS: +2-18- 63, 2-17=-290. 3-17=-406, 3-16= 288, 4-16=-96. 4-15=-160, 5-15- 188, 5-14=-567• 6-14= 1938• 7-14=-490, 7-13= 313. 8-13=-179, 8-12=-134, 9-12= 420• 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING t PROVIDE 2a4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' D.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TAB L jAfjSB.2 1`2 ^ 0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WIRE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING IS ALWAYS OFESs/ QR O�/ (WHICH REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES Y<ell COMMENTARY AND RECOMMENDATION. A ONG y C. G t �Q m A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE NO. 49919 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual - EX J'11V building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. OF Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance CAL* regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- US 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/v Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 A building designer, erection supervisor, property securely seat. TOP CHORDS owner arid all other interested parties. /8, y8+ C2 C9 J5 2. Cut members to bear tightly against each 0 other. c 0 5 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane = O �y U at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices Ce C, C, D plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gong-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93,=85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING11. ICBO 1591, 1329, 4922 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load trgnsfeirring connections to trusses are the responsibility of�others Unless shown. BEARING TM 13. Do not overload roof or floor trusses with stacks, of construction materials:; Indicates location of joints at 14. Do not cut or alter truss members or,plate without I which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. .� . - ® � , � 15. Care should be exercised, in handling, erection' and installation of trues. -•., TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc: - OANCa-NAIL ® - [ 02877031 ) Customer STEWART-ENDEAVOR Wed Mar 22 09:39:17 2000 Project #: 322STE Truss ID M3 Family # 201 Span 12-3 Quantity 1y Top.Pitcn 2/12 ACES -32 Ver.2.0. Bid (4/6/1999) 3 2-1-8 12-3 ; 2-1-8 10-1-8 3X4 4 5 3X4 , 2-1-8 1 12-3 3x4 2-1-8 10-1-8 L. HL TO PK: 12-5 LEFT HEIGHT:1-7-12 SPAN:12-3 RISE:3-8-4 RIGHT HEIGHT:3-8-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORO:2X4 No.1&Btr GR DF -L TOP 16 7 BOT CHORO:2X4 No.i&Btr GR OF -L BOTT O 8 LL.OEFL.@O=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00, T.L=0.00 NOTES: (i) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted (5)—Truss to be fully sheathed from One face, or securely braced against lateral movement (i.e. diagonal web) TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR ? 4 2000 OOZOFESSIO �EDONG YG FtiO' 4 Rf WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual NO. 9 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 0 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance VI`' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 duality Standard, DSB-� �qOF C 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss AL14'O�� Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A .General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 s/Q • Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8,/a+ C2 C3 J5 2. Cut members to bear tightly against each 0� other. O vz �LC6 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane pv at joint locations. 4 x 2 orientation, locateCB aFor 4. Unless otherwise noted, location chord splices C7 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x'4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or,purlins provided at spacing shown on design, LATERAL BRACING ICBO 1591,_ 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless IIndicates location of required SBCCI 87206, 86217, 9190 otherwise noted,'.: .. . continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless\ shown. TM BEARING 13. Do not overload roof or--floot trusse&,with stacks , of construction materials.:. Indicates location of joints at 14. Do not cut or alter truss members or plate;without.: '< which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. .� ; ;... ® s� 15. Care should.be exercisedJn handling, erection and installation of trusses�'� TM ® PANEL ® ©1993 Mitek Holdings, Inc. HYDRO A/R CLIP GANG -NAIL ® - Customer STEWART-ENDEAVOR Project a: 322STE Truss ID C3 Span 46-0 Quantity 1 ACES -32 Ver.2.0. 1310 (4/6/1999) PLATE OFFSETS (X -LEFTY -TOP): [j3-3.31. [j8-3.31. Iji1-3.5,21. [j14=5.21. [j 19=4.5.21. Wed Mar 22 09: 39: 27 2000 L Family # 223 Top.Pitch 4/12 Bot pitch 2/12 2-6 0-1-12 8-3-8 12-6 17-8 ,23-0 ,27-11-2132-9-11, 39-8-8 46-0 .2-6. 4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3-8 4X10 I 3X4 5X6 4 3X4 2 5X6 6 3X4 3X4 5 7 5X1 3X4 5X6 6 3X4 9 1X4 5X1 3X4 / .3A45X9 Jh x I ) X4 CI Y9.) 3x`t t R-3aA-3-R I f 75-3 ;39=8-8 I 6-3-&_I -1-12 8-3-8 12-6 17-8 24-0 30-6-2 44-10-1g , 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2"4-4-10 4-9-12 6-3-8 r 4X8 10 TROJAN L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 8-9=0.656 TOP CHORO:2X4 No.i6Btr GR DF -L TOP 16 7 BOTT 12-13-0.650 BOT CHORO:2X4 No.16Btr GR DF -L BOTT 0 B LL.DEFL.@14=0.44 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L-0.85 REACTIONS, SIZE: 1--1572. 3.50 10--1572.3.50 UPLIFTS (LBS) : FORCES- LOAD CASE Al TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5--3712, 5-6--3181, 6-7--3576• 7-8--4130, B-9--4177, 9-10--3764, BOTTOM CHORD: 10-11= 3558• 11-12= 3607, 12-13= 4085, 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 17-18- 3680• 18-1- 3680, WEBS: 2-18- 63, 2-17--290, 3-17--406, 3-16- 288• 4-16--96, 4-15--160• 5-15- 188• 5-14--567, 6-14- 1938, 7-14=-490, 7-13- 313, B-13--179, 8-12--134, 9-12- 420, 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLF11l 1,r 134-91,� 0 TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED® 10'0"O. C. UNLESS RIGIDLY SHEATHED. LATERAL ADDITIONAL OF WEB MEMBERS, WHERE REQUIRED ARE AS SHOWN ABOVE. FOR ADDITIONAL TO TPI UB AND TEMPORARY BRACING (WHICH IS ALWAYS oQROFESS/0 REM M] REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMIv1ENTARY AND RECOMMENDATION. �� �0 y Y%4" CJ a A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE 19 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual ,3 M building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of tel/ component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 7,,r � EVIL Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- OF CALkV 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss MR Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General .Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each 0 other. c 5 �. �3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O �y " v at joint locations. For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices Ce C, C plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless IIndicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N""- 12. Anchorage and/or load transfemrig connections to trusses are the responsibility of others unless shown. _, = BEARING 13. Do not overload roof orfloor trusses with stdcks of construction materials.Indicates ,M Mi. location of joints at14. Do not cut or after truss:members or plate without' which bearings (supports) occur.MiTek gig® Industries, Inc. prior approval of a professional engineer. t �t_ 15. Care should be exercised, in.handling, erection, v and installation of trus'�ses:fTM HYDRO A/R 0 PANEL CLIP .�,`*. ©1993 Mitek Holdings, Inc. GANG -NAIL n" L 0287 Customer : STEWART-ENDEAVOR Project #: 322STE Truss ID M4 Span B-0-8 Quantity 1 ACES -32 Ver.2.0. Bld (4/6/1999) ` Wed Mar 22 09: 39: 22 2000 Family # 201 �. To P. Pitch 2/12 t 2-0-4 8-0-8 2-0-4 6-0-4 2 3X4 4 3X4 2-0-4 8-0-8 ;X.4 2-0-4 6-0-4 rROJAt, L. HL TO PK: 8-1-13 LEFT HEIGHT:0-11-12 SPAN:6-0-6 RISE:2-3-13 RIGHT HEIGHT:2-3-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,14c L D TOP CHORO:2X4 No.16Btr GR DF—L TOP 16 7 BOT CHOR0:2X4 No.16Btr GR DF—L BOTT 0 B LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR OF—L, STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00. D.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches a.C. (2) -Brace vertical studs in accordance with standard gable end detail _(3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted (5) -Truss to be fully Sheathed from one face, or securely braced against lateral movement (i.e. diagonal web) TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HID -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 0 MAR ? 4 2000 QROFESSIO�y� �EpONG "GYctl A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE � m NO. .,- Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual �.- building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 0 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual ' web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ni % )VIL P Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance '9 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- � TFOF --AUS O 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. - Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1 3/' " Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8• — /8" C2 C3 J5 2. Cut members to bear tightly against each 0 other. c 0 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane O " U at joint locations. ' For 4 x 2 orientation, locate O 4. Unless otherwise noted, location chord splices C8 C, Ce plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided- at spacing shown on design. LATERAL BRACING11. ICBG 1591, 1329, 4922 Bottom chords require lateral. bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-Ny 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless • shown. y y^ BEARING T, 13. Do not overload roof,or,floor trusses with stacks of construction mAt irials'.r Indicates location of joints at 14. Do not cut or after truss members or plate without•, ,# which bearings (supports) occur. MiTek Industries, Inc. riot a royal of a professional engineer. p pp ,., 15. Care should be exercisedtin,handling, erection-' {•.. and installation of trusses.' =" TM HYDRO PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL Customer STEWART—ENDEAVOR Project #: 322STE Truss ID D Span 46-0 Quantity '5 ACES -32 Ver.2.0, Bld (4/6/1999) PLATE OFFSETS (X=LEFT, Y -TOP): (j2-3.31. [j6-3.31. (j9=4, 21, (j 11=4, 2), 4; wed Mar 22 09: 38: 36 2000 Family # 110 Top Pitch 4/12 2-6 7-10-9 15-4-6 23-0 30-7-10 38-1-7 46-0- 2-6 7-10-9 7-5-14 7-7-10 7-7-10 7-5-14 7-10-9 5X6 4 1X4 5X$ 40 598 1X4 7-10-9 15-4-6 23-0 30-7-10 38-1-7 46-0 , 7-10-9 7-5-14 7-7-10 7-7-10 7-5-14 7-10-9 TROJAN L. HL TO PK: 24-2— 15 LEFT HEIGHT:0-3-14 SPAN:46-0 R. HL TO PK :24'-2-15 RISE:7-11-14 RIGHT'HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.946 TOP CHORO:2X4 No.16Btr GR OF—L TOP 16 7 BOTT 8-9=0.741 BOT CHORO:2X4 No.16Btr GR DF—L BOTT O B LL.OEFL.@10=0.29 < L/360 WEBS :2X4 STANDARD GR OF—.L STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.29, D.L=0.27, T.L=0.57 REACTIONS, SIZE: 1=-1572, 3.50 7--1572.3.50 UPLIFTS (LBS): FORCES - LOAD CASE #1 TOP CHORD: 1-2--3632. 2-3--2947, 3-4=-2219, 4-5=-2219, 5-6=-2947, 6-7=-3632, BOTTOM CHORD: 7-8- 3436, 8-9= 3436, 9-10- 2796, 10-11= 2796, 11-12- 3436, 12-1= 3436, WEBS: 2-12= 122. 2-11=-679, 3-11= 347, 3-10=-832, 4-10= 1053, 5-10=-832, 5-9= 347, 6-9--679 , 6-8- 122, WEB 3-10: 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-Bd nails,or T -brace of same size and grade as web conn. to narrow face w/lOd nails 6 in. o. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL MAR 2 4 2000 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HI13-91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. Q�oFEssro,�t L ON A. WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design vatid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual 19 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of -3 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance CIV I'L regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� gTF�F CALIF�R 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss '��_ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety, Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ -► 1 3/Q ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 C3 J5 2. Cut members to bear tightly against each 0 other. c 0 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane 0 at joint locations. * For 4 x 2 orientation, locate �Leia 4. Unless otherwise noted, location chord splices Ce C, O plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. ' required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular ' BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N12. Anchorage and/or load transfemng connections to trusses are the responsibility"of others unless shown. BEARING 13. Do not overload roof,:orfloor trusses with stacks . of construction materials.., Indicates location of joints at 14. Do not cut or after trus`sime hers or. plate without which bearings (supports) occur. MITek Inclustrles, Inc. prior approval of a professional engineer. s - ® 15. Care should be exercised,m-handling; erection, and installation of trusse.\_ a' '...:_, •-''. '4-. v� TM HYDRO A/R PANCLIPEL ©1993 Mitek Holdings, Inc. 'GANG -NAIL P ( 02B77026 ] Customer STEWART-ENDEAVOR Weo Mar 22 09:38:44 2000 Project #: 322STE Truss ID OF Family # 110 Span 46-0 Quantity 1;'o Top Pitch 4/12 ACES -32 Ver.2.0. Bld (4/6/1999) PLATE OFFSETS (X -LEFT, Y=TOP): (j3-3,31. (j7=3, 3), [j ll -4, 2). [113=4, 21, +: e Z-10-915-4-6 - -7-1 38-1-7 - 6-0 -0 -10-9 7-5-14 7-7-10 7-7-10 7-5-14 -10-9 -0 5X6 i Vw' 3r-orr 5 3X4 3X4 4 8 5X6 5X6 l SLI 2 q 3 7 2X4 SSC -c L�5FT HEEL. \ t 2 19 / \ 14 13 12 11 10 l�X I Z 3X4 5X8 4X9 5X8 3X4 7-10-9 [ 15-4-6 ( 23-0 30-7-10 [ 38-1-7 ( 46-0 7-10-9 7-5-14 7-7-10 7-7-10 7-5-14 7-10-9 L. HL TO PK:24-2-15 R. HL TO PK :24-2-15 LEFT HEIGHT:0-0-3 SPAN:46-0 RISE:7-8-3 RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-i65,14e L D TOP 3-4-0.831 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 7 BOTT 9-10 0.840 BOT CHORD:2X4 N0.168tr GR DF -L BOTT O 8 LL.DEFL.@12=0.39 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.39, D.L=0.36. T.L=0.75 REACTIONS, SIZE: 1=-1417, 3.50 9--1417.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE /1 TOP CHORD: 1-2=-4821, 2-3=-4097, 3-4=-3134, 4-5=-2312, 5-6=-2312. 6-7m-3134, 7-8=-4097, 8-9--4821, BOTTOM CHORD: 9-10= 4651, 10-11= 3887, 11-12= 2973. 12-13= 2973. 13-14= 3887, 14-1= 4651, WEBS: 2-14--792. 3-14- 329, 3-13=-957, 4-13- 407, 4-12=-924, 5-12- 1111, 6-12=-924, 6-11= 407, 7-11--957, 7-10- 329, 8-10=-792, WEB 3-13; 4-12; 6-12; 7-11 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.: NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE ENO DETAIL, CONN.•W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED, LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMAATENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HI13-91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. MAR ? 4 2000 �OQROFESSfp�� °NG D G OF r. , .. ^ r. �- • fin' -�. y.-'.ri - .� .. L. . A ))q ' ..�, . ! __ . • .. . 4 'y" .. 44 '`. �.-!' �..%•*0. v'=\.L�, 'iia,'w "" � _ ,.. - <r ,Jy' 's• V _ � f i ' -F.! '•t.. ty;�r7/'1�'^�f� . • _ T - _ - r e K i 2 l "' y .i ,. Y T y.!'. �H M1�k,}_. 'as'd". 4 .j t « � r� Syrrjbols= -4> ty �w s- "r rNumbering SystemsGeneral`Safety Notes �, 4. PLATE LOCATION AND ORIENTATION Failure to Follow .Could Cause ~Property 1 3/' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 c3 J5 2. Cut members to bear tightly against each 0 other. 0 3. Place plates on each face of truss at each C O joint and embed fully. Avoid knots and wane p v at joint locations. `For 4 x 2 orientation, locate 0 a 4. Unless otherwise noted, location chord splices Ce c, �, O plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 1996 at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown' PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second.BOCA - all respects, equal to or better than the grade ` . perpendicular 86-93, 85-75, 91-28 =• specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided, f, at spacing shown on design. _ LATERAL BRACING11. ICBO 1591, 1329, 4922 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR. 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections . to trusses are the responsibility'bf others unless shown. ' BEARING 13. Do not overload roof or floor trusses with stacks of construction matferials.,• , TM Indicates location of joints at 14. Do not cut or after truss members or plafe without which bearings (supports) occur. MITek Industries, Inc. prior,approval of a professional engineer. 15. Care should be exercised.in handlingr•erection> ® TM HYDRO A%R ®` nPANEL a and installation of trusses. f r ter. ©1993 Mitek Holdings, Inc. NUNN- r® • 7 CAMG-NAIL I .A [ 02B77027 ) Customer STEWART-ENDEAVOR Wed Mar 22 09:38:52 2000 Project #: 322STE Truss ID E Family # 110 Span 36-0 Quantity 11 Top. Pitcn 4/12 ACES -32 Ver.2.0. B10 (4/6/1999) PLATE OFFSETS (X-LEF7. Y -70P) : (j 1O=4, 2) . 3: 2-6 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 2-6 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 4X4 4 'AYA 3X4 1X4 3X4 5X8 3X4 1X4 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 ;8 7 L. HL TO PK:16-11-11 R. HL TO PK :16-11-11 LEFT HEIGHT:0-3-14 SPAN:36-0 RISE:6-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L D TOP 1-2-0.355 TOP CHORO:2X4 No.i&Btr GR DF -L TOP 16 7 BOTT B-9-0.509 BOT CHORO:2X4 No.1&Btr GR DF -L BOTT 0 8 'LL.OEFL.@10=0.18 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB 1.25 PLATE - 1.25 SPACING:24.0 in o.C. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS 1 OEFLECTION(IN.) L.L= 0.18, O.L=0.17, T.L=0.34 REACTIONS, SIZE: 1=-1262, 3.50 7--1262.3.50 UPLIFTS (LBS): FORCES- LOAD CASE M1 TOP CHORD: 1-2=-2816, 2-3=-2294, 3-4=-1729, 4-5=-1729, 5-6=-2294, 6-7=-2816, BOTTOM CHORD: 7-8= 2662, 8-9= 2662, 9-10- 2176, 10-11= 2176, 11-12= 2662, 12-1- 2662, WEBS: 2-12= 95, 2-11=-517, 3-11= 269. 3-10=-646, 4-10=.819. 5-10=-646. 5-9= 269, 6-9--517 , 6-8- 95, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR MAR ���0 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS (` REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. VROFESSIO' ONG �G FP. w � A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE NO. 19 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual F building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of +� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ad! Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- SOF CAL* 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System. A General Safety_ Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 A building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Cz C3 J5 2. Cut members to bear tightly against each 0 0 �. 0 other. 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane O " U at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C, C, O plates 1/8" from outside edge of at 114 panel length (+6„ from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required q SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load traris'femng connections to trusses are the resporsibility.of others unless shown. r . • . TM BEARING Do not overload roof or float trusses with stacks of construction materials: > Indicates location of joints at F 14. Do not cut or after truss.me�m.bers or plate without, . which bearings-(supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 1 1 ® t 15. Care should be exercised:.in handling, erection, installation of trusses"";,`. v TMand HYDRO A/R ® C�IPE� ©1993 Mitek Holdings, Inc. GANG-NAILQD �T [ 02B77028 ) ' Customer STEWART-ENDEAVOR Wed Mar 22 09:39:00 2000 Project: 322STE Truss ID E1 Family # 110 Span 36-0 Quantity 1 �y Top.Pitch 4/12 ACES -32 ver.2.0. B10 (4/6/1999) .22--6 ( 6-2-9 12-0-6 18-0 23-11-10 29-9-7' 36-0 2-6 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 3; ' 4X4 4 3X8 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 '5 7 L. HL TO PK: 1B-11-11 R. HL TO PK :18-11-11 LEFT HEIGHT:0-3-14 SPAN:36-0 RISE:6-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 7 BOT CHORO:2X4 No.i&Btr GR OF -L BOTT O 8 LL.OEFL.@O=0.00 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in O.C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 NOTES: 0) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED. ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMEATDATION. A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek Industries, Inc. UBC-ICBO.TPI-91 MAR z 4 2000 1QaOFESS,ON„ WIONG $A 110 NO. 04 19 OF CAL*99 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION ry -failure to follow. Could Cause Property 1 3/, Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/a+ C2 C3 J5 2. Cut members to bear tightly against each o 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O � " U at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ce C, C6 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel 10. Top chords must be sheathed or purlins provided to slots. HUD/FHA TCB 17.08 at spacing shown on design. LATERAL BRACING ICBO 1591, 132.9, 4922 11. Bottom chords require lateral bracing at 10•ft. spacing, or less, if no ceiling is installed, unless Indicates location of required q SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 9 -Ir" " - 12. Anchorage and/or loadtransferringconriections to trusses are the responsibility of others. unless shown. BEARING 13. Do not overload roo .•`or floor trusses with stacks." of construction mdtehals. t im Indicates location of joints at J 1 s' 14. Do not cut or alter truss members or'plate without which bearings (supports) occur.MIT@k Industries, Inc. prior approval of aa..professional engiieer. $ X46 r ® 15. Care should be exerc sed in handling, erection and installation of trusses.TM ® PANEL HYDRO �1/R ® CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL TRUSS SCHEDULE TAILS MARK I PITCH SPANAMT. DESCRIPTION FRONT BACK 1 4: I Z I o. I I . c o�o 2 0 11 = c -,&Z LF_ 2`- I - -At G1,401 S CATtt-F-DL 2G 12� C, A'SLZ i` 5 Z :' 1 �27_ 123 ZO 3 O O CL%e ' - I2 4-O iD 5 S TAS PROJECT: COUNTY: CONTRACTOR: ENDEAVOR HOMES ROOF: - PLAN: CUj"f'rc��; DATE:-�f, Z3 I`��`� SNOWS"' DRAWN BY:,t'' . c= . TAIL CUT: PLUMB 4-00-00 36-00-00 6-00-00 7 L 02B77021 J Customer STEWART—ENDEAVOR Weo Mar 22 09:38:04 2000 Project N: 322STE Truss ID Al 'y Family 110 Span 36-0 Quantity 2+. Top Pitch 4/12 ACES -32 ver.2.0. B1G (4/6/1999) TROJAN. 3; .2-6 6-2-9 12-0-6 18-'0 23-11-10 29-9-7` 36-0 .2-6 i 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-Y 4X4 4 3X8 r 6-2-9 12-0-6 18-0 23-11-10 29-9-7 , 36-0 , r 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 ;5 L. HL TO PK:1B-11-11 R. HL TO PK :18-11-11 LEFT HEIGHT: 0-3-14 SPAN: 36-0 RISE: 6-3-14 RIGHT HEIGHT: 0=`3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142" L D TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 7 BOT CHORD:2X4 No.16Btr GR DF—L BOTT O B LL.OEFL.@00.00 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LOMB — 1.25 PLATE — 1.25 SPACING:24,0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L- 0.00, O.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. A. WARNING - Verify design parameters and READ NOTES ON 7/'IIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ' component is responsibility of building designer — not Iruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- . 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. UBC—ICBO.TPI-91 MAR 2 4 2000 ©RpFESSIpj ONG r; wr Z�n _ems NO ' 9419 .� —�� C OF CAL O * ( 02877020 ) Customer STEWART-ENDEAVOR Weo Mar 22 09:36:01 2000 Project q: 322STE Truss ID A Family # 110 Span 36-0 Quantity 11.y Top .Pitch 4/12 ACES -32 Ver.2.0, Bla (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): (j 10-4, 2). 3; ,2-6 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 T2 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 4X4 4 3X4 3X4 1X4 3X4 5X8 3X4 1X4 6-2-9 12-0-6 18-0 23-11-10 29-9_-7 36-0 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 (8 7 I HUJAIV L. HL TO PK:16-11-11 R. HL TO PK :16-11-11 LEFT HEIGHT:0-3-14 SPAN:36-0 RISE:6-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2= 0.355 TOP CHORD:2X4 No.1GBtr GR DF -L TOP 16 7 BOTT 8-90.509 BOT CHORO:2X4 No.16Btr GR DF -L BOTT 0 8 LL.OEFL.@100.18 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in.o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.18, D.L-0.17, T.L-0.34 REACTIONS, SIZE: 1--1262, 3.50 7--1262.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE 01 TOP CHORD: 1-2--2816, 2-3--2294, 3-4--1729, 4-5--1729, 5-6--2294, 6-7--2816, BOTTOM CHORD: 7-8- 2662, 8-9- 2662, 9-10- 2176, 10-11- 2176. 11-12- 2662, 12-1- 2662, WEBS: 2-12- 95, 2-11=-517, 3-11= 269, 3-10=-646, 4-f0= 819, 5-10--646, 5-9= 269. 6-9--517 , 6-8- 95, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS MAR ? 4 2�Q0 REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 9goFESSto , ON N41 RNINC - Ver i/;v design puranrrtt ra and READ NOTES ON T/Il.S AND REVERSE SIDE BEFORE USI. <�r N 049419 1 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual 0-M building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance \F �� CAL1 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- -- 89 Bracing Specification, and HIS -91 Handling installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. T L 02B7 Customer STEWART-ENDEAVOR Project #: 322STE Truss ID CF Span 46-0 Quantity 2 ACES -32 Ver.2.0, Bld (4/6/1999) PLATE OFFSETS (X-LEFT,Y-TOP): (j3-3.31. Ij8.3.3). Ij14-5.21. Ij17-5.5.21. wed Mar 22 09: 38: 27 2000 Family # 223 Top Pitch 4/12 tiQ1- Bot pltcn 2/12 TROJAN f-1-12 3-8 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 2 32-9-11 39-8-8 l 46-0 4-1-12 4-1-12 112-6 4-2-8 117-8 5-2 F23-02711 5-4 4-11-2 4-10-9 6-10-13 6-3-8 t0 �Oe(ZO 5X6 T 91 AIVARNING - Veri v design puranreter•.c and READ NOTES ON TIMS AND REVE.R.S'I: SIDE_ BEFORE_ USE Design valid for MiTek This 6 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 2L& u, -o" web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance IVI i%C' 3X4 3X4 89 Bracing specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 O'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. 3X4 s 7 5X6 I 5X6 4 e 3X4 3 3X4 9 5G6 LFPT j-I�L 2 t b 14R 10 4 is 5X10 13 16 3X4 3X4 12 1e 17 3X4 3X4 11 1X4 �IZ 5X 10 6X9 A-1-12 P -3-Q_02-617-8' 24-0 1 30-6-2 4-10-`!Z39-8-8 46-0 L 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-0-3 SPAN:46-0 RISE:7-8-3 RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP B-9=0.762 TOP CHORD:2X4 No.16Btr GR DF -L TOP 16 7 BOTT 12-13-0.693 BOT CHORO:2X4 No.16Btr GR OF -L BOTT 0 B LL.DEFL.@14=0.55 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE m 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.55, D.L-0.52, T.L-1 .07 REACTIONS, SIZE: 1--1417, 3.50 10--1417.3.50 UPLIFTS (LBS): FORCES- LOAD CASE /1 TOP CHORD: 1-2--4884, 2-3--4035, 3-4--4235, B-9--4668. 9-10--4339, BOTTOM CHORD: 10-11- 4161, 11-12= 4219, 12-13= 4509 17-18- 4710, 18-1- 4710. WEBS: 2-18- 63, 2-17--913, 3-17--336. 5-14--652, 6-14- 2084, 7-14--562, 9-11=-605, SPACING:24.0 in o.c. UBC-ICBO,TPI-91 NO. OF MEMBERS - 1 4-5--3994, 5-6--3373, 6-7--3824, 7-8--4509, 13-14= 4125, 14-15= 3841. 15-16= 4073. 16-17= 3881, 3-16- 206. 4-16--37, 4-15--251, 5-15- 233. 7-13- 400, B-13--255, 8-12--36. 9-12- 273. NOTE: PROVIDE FOR 0.38 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL. CONN. W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 I A R 2000 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINTJOUSLY BRACED @ IO-O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF IVES MEMBERS. WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMI\AENTDATION. t0 �Oe(ZO -ONG T AIVARNING - Veri v design puranreter•.c and READ NOTES ON TIMS AND REVE.R.S'I: SIDE_ BEFORE_ USE Design valid for MiTek This use only with connectors. design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual - web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance IVI i%C' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 19! QQ� \ter CALW 89 Bracing specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 O'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. [ 02877023 1 Customer STEWART-ENDEAVOR wed Mar 22 09:38:18 2000 Project #: 322STE Truss ID C Family At 223 Span 46-0 Quantity 5 :may Top Pitch 4/12 Bot pitch 2/12 ACES -32 Ver.2.0.510(4/5/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j3.3, 3), [0-3, 31, (j 11.3.5, 21, (j 14-5, 2), (j 1)r-4.5, 21. 2-6 0-1-12 8-3-8 12-6 17-8 23-0 .27-11-2,32-9-11, 39-8-8 46-0 ) �4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3-8 5X6 6 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES 3X4 3X4 L D TOP 8-90.656 TOP CHORD:2X4 NO.1&Btr GR 5 7 BOT CHORD:2X4 NO.1&Btr GR 3X4 BOTT 0 B LL.OEFL.@14-0.44 5X6 5 4 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 8 36 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L-0.85 3X4 3X4 UPLIFTS (LBS) : 9 2 TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5--3712, 5-6--3181, 6-7--3576, 7-8--4130, 8-9--4177, 9-10--3764, 4X10 BOTTOM CHORD: 10-11- 3558, 11-12- 3607, 12-13- 4085, 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 14 4X8 1 WEBS: 2-18- 63. 2-17--290, 3-17--406, 3-16- 288, 4-16--96. 4-15--160, 5-15- 18B. 15 5X10 13 10 9-11=-504, 3X4 3X4 3X t 1X4 5X8 3X4 SX� 39-8-8 a-1-12 P-3-8 112-6 .17-8 24-0 1 30-6-2 44-10-1,2 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER Pl_ATES:M20-165,142 L D TOP 8-90.656 TOP CHORD:2X4 NO.1&Btr GR DF -L TOP 16 7 BOTT 12-13-0.650 BOT CHORD:2X4 NO.1&Btr GR DF -L BOTT 0 B LL.OEFL.@14-0.44 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LOMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L-0.85 REACTIONS, SIZE: 1--1572. 3.50 10--1572.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE 01 TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5--3712, 5-6--3181, 6-7--3576, 7-8--4130, 8-9--4177, 9-10--3764, BOTTOM CHORD: 10-11- 3558, 11-12- 3607, 12-13- 4085, 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 17-18- 3680, 18-1- 3680, WEBS: 2-18- 63. 2-17--290, 3-17--406, 3-16- 288, 4-16--96. 4-15--160, 5-15- 18B. 5-14--567, 6-14- 1938, 7-14--490, 7-13- 313, 8-13--179, 8-12--134, 9-12- 420, 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANTENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. AWVARNING - Verif i' design pontme)e is and READ NOTES ON THIS AND REVERSE SIDE I?EFOR17 U.S'li Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and *proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of. the erector. ne Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. MAR z 4 2000 �OQ2OFESSlO ONO yG ��. 1`ry/11\iilVVY�y :al. OF CAL ( 02877029 1 Customer : STEWART—ENDEAVOR wed Mar 22 09:39:07 2000 Project #: 322STE Truss ID M1 Family # 201 Span B-3-6 Quantity 1 y Top Pitch 2/12 ACES -32 ver.2.0. Bird (4/6/1999) 3X4 0 3 8-3-8 3X4 8-3-8 L . HL TO PK: 8-4— 14 LEFT HEIGHT:0-3-12 SPAN:8-3-8 RISE:1-8-5 RIGHT HEIGHT:1-8-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M2O-165,142 L D TOP CHORO:2X4 No.16Btr GR DF—L TOP 16 7 BOT CHORD:2X4 No.168tr GR OF—L BOTT 0 B LL.OEFL. < L/36O WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.O in o.c. UBC—ICSO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.00 NOTES: (1)—Gable studs spaced at 16 inches o.c. (2)—Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS. WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMAATENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HTB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR 2 4 2000 �RpFESSI 1�AcO`1ONG���i A. WARNING - Verifv design parameters and READ NOTES ON THIS AND REVERSE .SIDE ISF_FORI•: I/S'E { %JO. C � p Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual 1 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ' component is responsibility of building designer — not Iruss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ME Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. 02877022 Customer STEWART-ENDEAVOR Wed Mar 22 09:38:11 2000 Project #: 322STE Truss ID C1Family # 223 Span 46-0 Quantity 7 �y Top Pitch 4/12 Bot pitch 2/12 ALCM -..7C V@r'CV, O1V l'r/O/1���/ PLATE OFFSETS (X -LEFT, Y -TOP): (j3-3, 31, I)B-3, 31. (j 11-3.5, 2), (j 14-5, 2), (j 1'V-4.5, 21, 2-6 ( a-1-12 8-3-8 r12-6 ,17-8 23-0.27-11-2,32-9-11, 39-8-8 46-0 .2-6, 4-1-12 4-1-12 4-2-8 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3-8 5X6 6 3X4 3X4 5 7 344 586 5X6 3X4 3 3X4 2 4X10 14 1 15 5X10 13 1X1 5X5 3X4 3X4 3X4 3X SX� 1 xy LT 1•F 3%A f 39-8i 4-fi-R R -3 -Ft I 8-3-8 ,12-6 ,17-8 24-0 30-6-2 ,34-10-1,2 , 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 4X8 10 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE: 7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP B-9-0.656 TOP CHORO:2X4 No.16Btr GR OF -L TOP i6 7 BOTT 12-13-0.650 BOT CHORD:2X4 No.16Btr GR DF -L BOTT O B LL.DEFL.@14-0.44 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L-0.85 REACTIONS, SIZE: 1--1572, 3.50 10--1572.3.50 UPLIFTS (LBS): FORCES - LOAD CASE /1 TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5--3712, 5-6--3181, 6-7--3576, 7-8--4130, 8-9--4177, 9-10--3764, BOTTOM CHORD: 10-11- 3558, 11-12= 3607, 12-13- 4085, 13-14= 3814, 14-15= 3570, 15-16- 3714, 16-17- 3453, 17-18- 3680, 18-1- 3680, WEBS: 2-18- 63, 2-17--290, 3-17--406, 3-16- 288, 4-16--96, 4-15--160, 5-15- 188, 5-14--567, 6-14- 1938, 7-14--490, 7-13- 313, 8-13--179, 8-12--134, 9-12- 420, 9-11--504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2M4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABL$f11( . rr,1B4100 9 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SIEEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS �OQ�OFESS(p�(E` REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ONG yG ti r +ice to Q: 70 A)YARNING - Vi•ri(v design lmnintele,'s and READ NOTES ON 7Y1LS AND RF_VF.R.SIi SIDEBEFORE USE NO. 9919 y Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual - E• r '� /� building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual f^ I \� web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. rM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance •�� OF CA1-W� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- �'�•• 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss id! Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc. 02877030 Customer STEWART-ENDEAVOR wed Mar 22 09:39:12 2000 Project #: 322STE Truss ID M2 Family # 201 Span 4-3-8 Quantity 1Top.Pitch : 2/12 ACES -32 ver.2.0. B10 (4/6/1999) 1 4-3-8 4-3--8 3X4 3X4 z i 3 I HUJAN TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES CO1%Rv1ENTARY AND RECOMMENDATION. MAR z h 2000 4-3-8 3X4 `�pONG 2� 4-3-8 ® WARNING - Veri i, design parameters and READ NOTES ON THIS AND REVERSE SIDI•. BEFORE USE 9 L. HL TO PK: 4-4-3 FSU. valid use only with MITek connectors. This design is based only upon parameters shown, and is for an individual _ LEFT HEIGHT:0-3-12 SPAN:4-3-8 RISEN -0-5 RIGHT HEIGHT:I-0-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 7 BOT CHORD:2X4 No.16Btr GR DF -L BOTT O B LL.OEFL. < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICSO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES CO1%Rv1ENTARY AND RECOMMENDATION. MAR z h 2000 �eROFcssr0� / `�pONG 2� ® WARNING - Veri i, design parameters and READ NOTES ON THIS AND REVERSE SIDI•. BEFORE USE 9 Design for FSU. valid use only with MITek connectors. This design is based only upon parameters shown, and is for an individual _ building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of \� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For -, general guidance regarding fabrication, control, storage, delivery, erection, bracing, OST Rd! ;_q O� �F CAL quality and consult -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss '— Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MITek Industries, Inc. Pr ?" [ 02677034 1 Customer STEWART-ENDEAVOR Wec1 Mar 22 09:39:35 2000 Project a: 322STE Truss ID C2 y Family 223 Span 46-0 Quantity 3 Top Pitch 4/12 - sot pitch 2/12 ACES -32 ver.2.0. Bid (4/6/1999) TROJAN•. PLATE OFFSETS (X -LEFT, Y -TOP): [j3-3.31. (j8-3,31. Jill -31.5.2). (j14.5, 2), [j17-4.5.21. 2-6 a-1-12 0-3-8 12-6 17-823-0 .27-11-2,32-9-11, 39-8-8 46-0 ,2-61 4-1-12 4-1-12 4-2-8 5-2 15-4 4-11-2 4-10 9 6-10-13 6-3-8 4X10 1 5X6 6 3X4 3X4 5 7 N.q cne I R -349-3—R I i ;399. 1.4-13—R 0-1-12 8-3-8 ,12-6 ,17-8 24-0 30-6-2 ,34-10-12 , 46-0 4-1-12 4-1-12 4-2 8 5-2 6-4 6-6-2 4-4-10 4-9-126� 3-8 4X8 10 L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 6-9=0.656 TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 7 BOTT 12-13-0.650 BOT CHORD:2X4 No.16Btr GR OF—L BOTT O B LL.DEFL.@140.44 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB - 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 �- NO. 499]9 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L-0.85 Ea REACTIONS, SIZE: 1--1572, 3.50 10--1572.3.50 UPLIFTS (LBS) : FORCES- LOAD CASE 01 Cj\ ''-SOF CALWO TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5=-3712, 5-6--3181, 6-7--3576. 7-8--4130. B-9--4177, 9-10--3764, BOTTOM CHORD: 10-11= 3558, 11-12= 3607, 12-13= 4085, 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 17-18- 3680, 18-1- 3680, WEBS: -2-18- 63, 2-17--290, 3-17--406. 3-16- 288, 4-16--96, 4-15--160. 5-15- 188. 5-14--567, 6-14- 1938. 7-14--490, 7-13- 313, 8-13--179, B-12--134, 9-12- 420. 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TAB 110`21C-No ,1 0 B,2 1C -N 0 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED. BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING IS ALWAYS (WHICH REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES4�pONG �O�,ROFE'ss/O COMMENTARY AND RECOMMENDATION. y F m ®WARNING - klei-i'%, design pnrrtrnetei-s acid READ NOTES ON THIS AND REVERSE SIDE BEFORE USE �- NO. 499]9 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual Ea building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TMr Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance - Cj\ ''-SOF CALWO regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. [ 02877031 l - - Customer STEWART-ENDEAVOR Wed Mar 22 09:39:17 2000 Project #: 322STE Truss ID M3 Family # 201 Span 12-3 Quantity i yam'° Top Pitch 2/12 ACES -32, Ver.2.0, Bld (4/6/1999) 3 2-1-8 12-3 r 2-1-8 10-1-8 3X4 TROJAN STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.00, O.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4)-Provice 1X4 plates at each end of gable stud unless otherwise noted (5) -Truss to be fully sheathed from one face, or securely ' braced against lateral movement (i.e. diagonal web) TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH 1S ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR z 4 2000 `vggoFs sslo'�t C`�pOfVG YG Fti�2 � 1n A. WARNING - Veri/), design parameters and READ NOTES ON Tl/1S AND REVERS/_ SID/: BE-FOKF. USE I T Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual ' 9 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of I 0 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional leniporary bracing to insure stability during construction is the responsibility of the erector. 7!A Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ,.` �' V0. � regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- F cAtito 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �F� Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 3X4 12-1-8 r 12-3 3x4 2-1-8 10-1-8 L. HL TO PK: 12-5 LEFT HEIGHT:1-7-12 SPAN:12-3 RISE:3-8-4 RIGHT HEIGHT:3-8-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 7 BOT CHORD:2X4 No.16Btr GR OF -L BOTT O B LL.OEFL.@00.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.00, O.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4)-Provice 1X4 plates at each end of gable stud unless otherwise noted (5) -Truss to be fully sheathed from one face, or securely ' braced against lateral movement (i.e. diagonal web) TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH 1S ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR z 4 2000 `vggoFs sslo'�t C`�pOfVG YG Fti�2 � 1n A. WARNING - Veri/), design parameters and READ NOTES ON Tl/1S AND REVERS/_ SID/: BE-FOKF. USE I T Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual ' 9 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of I 0 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional leniporary bracing to insure stability during construction is the responsibility of the erector. 7!A Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ,.` �' V0. � regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- F cAtito 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �F� Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ( 02877033 1 Customer STEWART-ENDEAVOR Wed Mar 22 09:39:27 2000 Project N: 322STE Truss ID C3 t Family 223 Span 46-0 Quantity 1 F0 Top Pitch 4/12 Bot pitch 2/12 ACES -32 Ver .2.0, 1330 t4/5/ 1999) PLATE OFFSETS (X -LEFT, Y -TOP): (j3-3,31. [j8-3.3). (j 1.1-3.5.2). (j 14-5.23. (j 1�-4.5, 21, 2-6 a-1-12 8-3-8 112-6 17-8 23-0 127-11-2,32-9-11,39-8-8 , 46-0 .2-6. �4-1-12 4-1-12 4-2 5-2 5-4 4-11-2 4-10-9 6-10-13 6-3-8 4X10 1 5X6 6 3X4 3X4 5 / 7 3X4 5X6 4 3X4 2 5X6 6 3X4 9 14 1s 5X10 1X4 519 3X4 3X4 3X 5XA ,fix I ) x4 � P� 3X1f 1 R -348-3-R 1 1 75-3 9 4-1-12 8-3-8 ,12-6 ,17-8 24-0 30-6-2 134-10-12 46-0 4-1-12 4-1-12 4-2-8 5-2 6-4 6-6-2 4-4-10 4-9-12 6-3-8 4X8 10 I HVJAM L. HL TO PK:24-2-15 INTERNAL RISE:2-7-7 R. HL TO PK 24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP B-9-0.656 TOP CHORO:2X4 No.i6Btr GR OF -L TOP 16 7 BOTT 12-13-0.650 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 B LL.DEFL.@14-0.44 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE a 1.25 SPACING:24.0 in a.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.44, D.L-0.41, T.L-0.85 REACTIONS, SIZE: 1--1572, 3.50 10--1572.3.50 UPLIFTS (LBS): FORCES - LOAD CASEfi TOP CHORD: 1-2--3901, 2-3--3590, 3-4--3862, 4-5--3712, 5-6--3181, 6-7--3576, 7-8--4130, 8-9--4177, 9-10--3764, BOTTOM CHORD: 10-11= 3558, 11-12= 3607, 12-13= 4085, 13-14= 3814, 14-15= 3570, 15-16= 3714, 16-17= 3453, 17-18- 3680, 18-1- 3680. WEBS: 2-18- 63, 2-17--290, 3-17--406, 3-16- 288, 4-16--96, 4-15--160, 5-15- 188. 5-14--567, 6-14- 1938, 7-14=-490, 7-13- 313, 8-13--179, 8-12--134, 9-12- 420, 9-11=-504, NOTE: PROVIDE FOR 0.33 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2M4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLf`fj�, TOP CHORD BRACING @ 24" 0. C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEAT BRACING AL WEB MEMBERS, LATERAL WHERE REQUIRED HED ARE AS SHOWN ABOVE. FOR ADDITIONAL PC•RA4ANENT AND REQUIRED. Y BRACING (WHICH IS ALWAYS �OfC$$/0 REQ D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSc.4 COMMENTARY AND RECOMMENDATION. �l�'J "'`�-pONG Y F� L' �m A. W4RNING - Verifv design parameters and READ NOTES ON THIS AND REVERSESIDE BEFORE USE ;o No Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 19 -3 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. EN IVIL Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance \ ��F regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- F CALW 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �- -- Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Customer : STEWART-ENDEAVOR wed Mar 22 09:39:22 2000 Project N: 322STE Truss ID M4 ss Family N 201 Span 8-0-6 Quantity 1 yy Top Pitch 2/12 ACES -32 ver.2.0. Bla (4/6/1999) TROJAn 2-0-4 8-0-8 , 2-0-4 6-0-4 3X4 4 5 3X4 , 2-0-4 1 8-0-8 X4 2-0-4 6-0-4 L. HL TO PK: 8-1-13 LEFT HEIGHT:0-11-12 SPAN:6-0-8 RISE:2-3-13 RIGHT HEIGHT:2-3-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 D7 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 8 LL.OEFL.@0-0.00 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.00 NOTES: (f) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom Chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted (5)—Truss to be fully sheathed from one face, or securely braced against lateral movement (i.e. diagonal web) TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR z 4 2000 �RpFESSlpiy.,\ �r 0 N (✓ a 1 (n A WARNING - Verify design purante)ers and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE s ;U Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual y NO, building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 7M Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance �� 1V11•\r regarding labrlcation, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-OF CA`W 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MiTek Industries, Inc. . Customer : STEWART—ENDEAVOR Project N: 322STE Truss ID Span 46-0 Quantity ACES -32' ver.2.0, Bla (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j2-3, 3). [j6-3,31. [j9-4.21. (j 11.4, 21 877025 J wed Mar 22 09: 3B: 36 2000 D t Family N 110 5}y Top Pitch 4/12 .2-6. 7-10-9 15-4-6 23-0 30-7-10 38-1-7 46-0 .2-6, 7-10-9 7-5-14 7-7-10 7-7-10 7-5-14 7-10-9 4; 5X6 4 1X4 5Xh 40 5X8 1X4 7-10-9 15-4-6 23-0 30-7-10 i 38-1-7 46-0 7-10-9 7-5-14 7-7-10 7-7-10 7-5-14 7-10-9 3 7 TROJAN L. HL TO PK:24-2-15 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.948 TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 7 BOTT B-9=0.741 BOT CHORD:2X4 No.16Btr GR OF—L BOTT 0 B LL.OEFL.@10=0.29 < L/360 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L- 0.29, D.L-0.27, T.L-0.57 REACTIONS, SIZE: 1--1572, 3.50 7--1572.3.50 UPLIFTS (LBS): FORCES - LOAD CASE /1 TOP CHORD: 1-2--3632, 2-3--2947, 3-4--2219, 4-5--2219, 5-6--2947, 6-7--3632, BOTTOM CHORD: 7-8- 3436, 8-9- 3436, 9-10- 2796, 10-11- 2796, 11-12- 3436, 12-1- 3436, WEBS: 2-12- 122, 2-11--679, 3-11= 347, 3-10--832, 4-10= 1053, 5-10=-832, 5-9- 347, 6-9--679 , 6-8- 122, WEB 3-10: 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8o nails,or T -brace of same size and grade as web conn. to narrow face w/100 nails 6 in. a. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. A. WARNING - Verifv design Iraraaleter•s and READ NOTES ON THIS AND REVERSE SIDE BEFORE US1_' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn Additional permanent bracing of, the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control; storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI 53719 MiTek Industries, Inc. MAR 2 4 2000 ,I>", - 0 I>\0 CA��Fo�� ( 02877026 Customer STEWART-ENDEAVOR Weo Mar 22 09:36:44 2000 Project #: 322STE Truss ID OF Family # 110 Span 46-0 Quantity . ' 1 '° Top Pitch 4/12 r ACES -32• ver . 2 . 0, B 10 (4/6/ 1999) PLATE OFFSETS (X -LEFT, Y - TOP): (j3-3, 31. (j7.3, 31, fj 11.4, 21, [113-4, 21, Z-10-915-4-6 - -7-1 38-1-7 12-0 f 0 -0 -10-9 7-,5-i'4 7-7-10 7-7-10 7-5-14 -10-9 -60 i TROJAN 5X6 6 { 3X4 3X4 4 6 5X6 5X6 L4 x 12. 224 3 7 2X4 S( -c L -I:T HpE L ' 1 5e /__9__\ 14 13 12 11 10 LOX 12- 3X4 5X8 4X9 5X8 3X4 7-10-9 15-4-6 f 23-0 ( 30-7-10 38-1-7 46-0 1 7-10-9 7-5-14 7-7-10 7-7-10 7-5-14 7-10-9 L. HL TO PK:24-2-15 R. HL TO PK :24-2-15 LEFT HEIGHT'.0-0-3 SPAN:46-0 RISE:7-B-3 RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 3-4-0.631 TOP CHORO:2X4 NO.16Btr GR OF -L TOP 16 7 BOTT 9-10-0.840 BOT CHORD:2X4 NO.16Btr GR OF -L BOTT O B LL.OEFL.@120.39 < L/360 WEBS :2X4 STANDARD GR OF -L 'STR.INC. LUMB v i.25 PLATE a 1.25 SPACING:24.0 in O.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.39, D.L-0.36, T.L-0.75 REACTIONS, SIZE: 1--1417, 3.50 9--1417.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE01 TOP CHORD: 1-2--4821, 2-3--4097, 3-4--3134, 4-5--2312, 5-6--2312, 6-7--3134, 7-8--4097, B-9--4821, BOTTOM CHORD: 9-10= 4651, 10-11= 3BB7, 11-12= 2973, 12-13= 2973, 13-14= 3887, 14-1= 4651, WEBS: 2-14--792, 3-14- 329, 3-13--957, 4-13- 407, 4-12--924, 5-12- 1111, 6-12--924, 6-11- 407, 7-11--957, 7-10- 329, 8-10--792, WEB 3-13: 4-12: 6-12: 7-11 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-Bo nails,or T -brace of same size ano graoe as web conn. to narrow face w/foo nails 6 in. o. NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE ENO DETAIL, CONN. W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WI [ERE RrQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COM10ENTARY AND RECOMMENDATION. ® IVARNING - Vcrifv design 1mr•ameters and READ NOTES ON THIS AND REVERSE .SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. �� Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance .regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 1 MiTek Industries, Inc. MAR ? 4 2000 SOV, LOFESSI ) ONG yli ~cam NC) 9919 r nF (:AL 02877027 Customer STEWART-ENDEAVOR weo Mar 22 09:38:52 2000 Project #: 322STE Truss ID E Family # 110 Span 36-0 Quantity 11 Top Pitch 4/12 4CES-32 Ver`.�r.0. BIC (4/6/1999) TROJAI PLATE OFFSETS (X -LEFT, Y -TOP): (j 10-4, 2), 3; .2-6 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 2-6 r 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 4X4 4 3X4 3X4 1X4 3X4 5X8 3X4 1X4 6-2-9 12-0-6 X18-0 23-11-10 29-9-7 36-0 , 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 (8 7 L. HL TO PK:1B-11-11 LEFT HEIGHT:0-3-14 SPAN:36-0 R. HL TO PK :18-11-11 RISE:6-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2-0.355 TOP CHORD:2X4 No.16Btr GR OF -L. TOP 16 7 BOTT 8-9-0.509 BOT CHORD:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL.@10-0.18 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO.TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0. 1B, D.L-0.17, T.L-0.34 REACTIONS, SIZE: 1--1262.3.50 7--1262.3.50 UPLIFTS (LBS) : FORCES - LOAD CASE #1 TOP CHORD: 1-2--2816. 2-3--2294, 3-4--1729, 4-5--1729. 5-6--2294, 6-7--2816, BOTTOM CHORD: 7-8- 2662, 8-9- 2662, 9-10- 2176, 10-11- 2176, 11-12- 2662, 12-1- 2662, WEBS: 2-12- 95. 2-11--517, 3-11- 269, 3-10--646, 4-10- 919. 5-10--646. 5-9= 269, 6-9--517 , 6-8- 95, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS r' fl R ? 4 20� ft REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES U U COMMENTARY AND RECOMMENDATION. IIoFIsso,�� \�pONG �or A. WARNING - Vel-ifv design paranferers and READ NOTES ON T111 S AND REVERSE SIDE BEFOREUSE 19 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual , J M building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of theerector. . *� "- �C- Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ��qj�O(1� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- - � OF CAL 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss --" Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. 02677026 Customer STEWART-ENDEAVOR Wed Mar 22 09:39:00 2000 Project 1Y: 322STE Truss ID E1 Family # 110 Span 36-0 Quantity 1� Top Pitch 4/12 4CES-32 Ver 0. B I a (4/6/1999) TRo_Jcn 3: ,2-6 6-2-9 12-0-6 18-0 23-11-10 29-9-7` 36-0 ,2-6 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 4X4 4 3X8 + 6-2-9 12-0-6 18-0 23-11-10 29-9-7 36-0 6-2-9 5-9-14 5-11-10 5-11-10 5-9-14 6-2-9 :5 7 L. HL TO PK:18-11-11 R. HL TO PK :18-11-11 LEFT HEIGHT:0-3-14 SPAN:36-0 RISE:6-3-14 RIGHT HEIGHT:0-3-14 LOADING (PSFD MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L 0 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 BOT CHORD:2X4 No.i&Btr GR DF -L BOTT 0 B LL.OEFL.@00.00 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches a.c. (2) -Brace vertical studs in accordance with Standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. MAR z 4 2000 �QROFESSIp� ��QL ONG n� A WARNING - Vrrif %- design purnmerers and READ NOTES ON TIIIS AND REVERSE SIDE_ BEFORE USE. NO. 19 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual E _ building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. \Q' Additional permanent bracing of the overall structure is the responsibility of the building designer. 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