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069-580-006
❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: G' — I 1 Date: Genera/Information // m AP#• 0p Owners Name: /Gb erz 1 laE�V ea� Parcel Acreage: ®d OwnersAddress: 32© VA (,lC-j V 7 Sly/ I -)P Dfz2 ) V 1 LZ_rc � CA Building Site Address: . CVz C U C -C— S A v , Proverlvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home 21 SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: , Front _S C) C _ Date of Zoning Ordinance:�- General Plan: N Side Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement I.No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan PR No ❑ Yes Violation Area EjNo ❑ Yes Specific Plan Rj No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone JaNo ❑ Yes, check use Floodplain 11 No ❑ Yes 9 1 �y Q L7 U Zone: �_• Panel Number. l.7 No Yes ❑ Watershed Protection Zane Pr000sed Use Comolies With: 99 General Plan 9' 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 (I Yes Applicable Setbacks: Zcninq Code Street & Hi hwa s Fre Prevention Subdivision Ma Front _S C) C _ Side V� Side street d e Rear O75 Heiaht Permit C/Wance Environmental Health Issues. Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Deskymbed Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (CwVW/Multi) ❑ No ❑ Yes �arcei Created by ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Compiles with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Map Date of Recording: O Lot: Block: Book: 8 Page: =onditions ThaIMIL9-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 tar application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Applk:adon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other :er.eral Comments• ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. NOTES _ RESIDENTIAL �4 kLA6 --0A,'7 PERMIT NO. 069-58-0-006 s 00-1441 _ I EE VER, ROBERT y� #7 HERCULES AVE., OROVILLE CONTR: OWNER L_NE W SINGLE FAMILY l 4 3� + f { 1f' . hf i I' �r .k r; 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 ELECTRIC Meter By D JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1: Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts- Sea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Carports; Windows -Doors 7. Well Clearance & Discorinect Electric 8. Utility Clearance it - Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. 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 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche Card B-1 Date Card B-1 i -� 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- Sea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing - 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V=OK 0 = Not OK - = Not Applicable ' 'lot Reay RESIDENTIAL Date derfloor (Plans) OK except #'s Z g -Setbacks- Ease ments-Flood- Slope Ftg., Main; Soils-Elec. Grnd.-/ tg. D Date tg., Garage; Soils-Steel-Elec G Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Ho5,Downs and Special Anchors tv-s—tab, Steel -Wrapped ►a.�Jr-C/ 8. Pier replace Ftg.-Steel D. ., Fall -Fitting -Test -2 Way C/O -Sewer Test 1. SIF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date �y h% Card B-1 Date Card B-1 Date, V j Card B-1 XA Date Card B-1 DatePLUMBING (Permit) OK except #'s t6_. -Water Htr ent- ccess-Combustion Air Baffle ater Pipe; Test & Anchor -N ' Protect' n gpd!2iV.; Teo s & Anchor ail Protection /(> C Shower Pan; Test, First Floor -Tub Access C21-1—est Tub & Shower, Second Floor -Tub Access 6+g?_ --Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ire & Transformer Clearance -Ins. Protection LAI—Elec. Receptacles Spacing -Lights & Switches at Doors ize • xes & No. of Conductors Stapled Uh-IR—ornex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 3*--6ervice=Riser Conductors & Ground Main Disconnect Date Card B-1 Date Card B-1 Date_,FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs " . Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Cont' angers -Post Caps-Anch rs-Conned (!7_-Glirtg: Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. e A Flue -Fireplace Throat Clearance jge_*ftic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions �. Garage Fire Protection Framing operty Line Firewall & Openings xt. Doors -One X -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers Veneer (� tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection -Skylights -Plastic ear Walls; Nailin -B 60. Brace Interior/ erior Wall Panels 61. Insulation- Is- e, —n Z t' v 62. Infiltration -Walls -Windows Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext teps-Door & Sidelight Protection -Landings -50 _19 -oke Detector 65 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ed to Exiting '& Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels _Fi2S1=;mails 7 learance-Hearth ec. Outlets at Wood Panel, Int. & Ext. it. Fixt. &Appliance; Ground -Air Gap -Cooking Clearance le -Outlets & Receptacles at Kit. Counter 4r4—Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper 7 ". Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar ge; Above Floor-Mech. Protection b. te'c! & Mech. Equip. Listed for Location lec eceptacles in Garage (F.F.I.)-Ramex Protection a-geInsulation-Foarn-Looked in Attic bge-lu'ard Rails & Deck Construction -Post Caps _r Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes i 82. Following Instld./Drive Ye o/Walks,5Xes-'j No/Planters Q Yes f 83. Stucco wn- inish / 2 p/ - 84. A.C. 1jnit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. %fdr-M/atr,'Dls ormTect, Electrical, Plumbing 8 eri rElec. Trim, G.F.I. Receptacle -Underground enti tion Throughout House lass Protection 90 rrectigns from Previous Inspections a est -Meters Tagged, Gas -Electric Wat 8k Sewer Connected -C/O to Grade -HD Approval ner ompliance Certificate -Other Certificates Address Posted Date ` J C1Z Card B-1 Date Card B-1 Date G v ' Card B-1 Date Card B-1 Date V Card B-1 Date Card B-1 Comments at Final: 32. Equip. Clearances Panels-Motors-Mech. Equip. CI es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support ent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade urnace-Vent Acce s -Comb. Air -Return Air Vent 115 outlet Os Attic AccesAPIatfor.M.2turnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs " . Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Cont' angers -Post Caps-Anch rs-Conned (!7_-Glirtg: Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. e A Flue -Fireplace Throat Clearance jge_*ftic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions �. Garage Fire Protection Framing operty Line Firewall & Openings xt. Doors -One X -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers Veneer (� tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection -Skylights -Plastic ear Walls; Nailin -B 60. Brace Interior/ erior Wall Panels 61. Insulation- Is- e, —n Z t' v 62. Infiltration -Walls -Windows Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext teps-Door & Sidelight Protection -Landings -50 _19 -oke Detector 65 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ed to Exiting '& Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels _Fi2S1=;mails 7 learance-Hearth ec. Outlets at Wood Panel, Int. & Ext. it. Fixt. &Appliance; Ground -Air Gap -Cooking Clearance le -Outlets & Receptacles at Kit. Counter 4r4—Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper 7 ". Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar ge; Above Floor-Mech. Protection b. te'c! & Mech. Equip. Listed for Location lec eceptacles in Garage (F.F.I.)-Ramex Protection a-geInsulation-Foarn-Looked in Attic bge-lu'ard Rails & Deck Construction -Post Caps _r Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes i 82. Following Instld./Drive Ye o/Walks,5Xes-'j No/Planters Q Yes f 83. Stucco wn- inish / 2 p/ - 84. A.C. 1jnit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. %fdr-M/atr,'Dls ormTect, Electrical, Plumbing 8 eri rElec. Trim, G.F.I. Receptacle -Underground enti tion Throughout House lass Protection 90 rrectigns from Previous Inspections a est -Meters Tagged, Gas -Electric Wat 8k Sewer Connected -C/O to Grade -HD Approval ner ompliance Certificate -Other Certificates Address Posted Date ` J C1Z Card B-1 Date Card B-1 Date G v ' Card B-1 Date Card B-1 Date V Card B-1 Date Card B-1 Comments at Final: ' '7's.'""?';5.. '�i� .:+e�,iN�..,yRa.,.: ;., -y-"c 2,'.�;{.^;";s:F.. - y.zs�.:; •.:. , x... _ COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 3;.1 411 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 Z • completed. If you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. '/ ,�J r r J a✓ Q !/o (�-c� v�/moi 1-j J - Date 711/ / D'/ Inspector REV 10192 COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE VWNtH 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..1f have any questions pertaining to this matter, or need additional explanation, please. • ct this office immediately. �^' 1 U 0 .G LOERK= iNSULATION CO.. INC. Lodgeview __..._ . Number incl Street-_.... -- Butte ..gubdivision DESCRIPTION OFiNSTALLATION 1. ROOF Material Thickness (inches) Oroville INSULATION CERTIFICATE .... City... ...... _ ---- Lot Nt:b.er _--- Brand Narne Thermal Resistance (R -Value) ?. CE!LINc3 Batt or Blanket Type _-Eitterglass Rats__ Brand Naive Johns Manville Thickness (inches) 12.2.5 Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass J Brand Name _Johns Manville Contractor/s min. installed weightlR sq. 0.650 ib. Minimum Thickness 13.00 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) —R.-38 _ 3. EXTERIOR WALL Material __berglars_Batts__ _ _. Brand Name J.ohns_Manville Thickness (inches). 5.513.5 Thermal Resistance (R -Value) . R -21/R-13 4. RAISED FLOOR � ,... Material Fibergiass Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R-Vaiue) 5. SLAB FLOOR / PERIMETER Materiai ..__. _ Brand Name Thickness . _.— ___. Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material.–.- —.. _--- --- Errand Name Thickness (inches).____. —_.. _ _ Thermal Resistance (R -Value) DECLARATION I hereby certify that the yabove insulation was installed in the building at the above location in conformance Regu atioruis) s indicaed o�r�h� certificate of for residential whedre applicable 'Qat 5' California Code of —: ��� ��t� t �� LOERKE INSULATION CO., INC. C.L.#499150 �. lV'C-o--Na-- Item #s Si nate e, ai InstallinSuliccnir ctor er�e) r General Contractor Co. N -item #s Signature, Da#e - Installing Subcontractor fame Name) Or General Contractor (Co. fame) Or Owner Item #s Signature. Date - InstaNing Subcontractor ((Co. Narie) Or General Contractor (Co. Name) Or Owner CON-lTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '"7 CoLnty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E M o. (Rev. 12/96) APPLICATION AND PERMIT �Q ASSESSQQEf,�L,1QEPO gC06 �RJOBERT ZONIN BUILDING PERMIT 9W"ER - E BEEVER TE�534-1323 SO. FT. OCC. BUILDING VALUATION 1715 R 99,310-00 Ow"EA'TI}{U" AtttY VIEW DR, OROVILLE 95966 598 11 9,504-00 CONfRA5Q�$,lll(�.fE f jMAAIILING TELEPHONE 219 (1 2,847-00 CONTRACTORS ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 1A 1500-00 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 674-90 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 43843 BUILDINGkDfRESS HERCULES AVE, OROVILLE 95966 Energy Plan Checking Fee $ 2360 $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 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 X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Sf F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service "*.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w 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. JI, as owner of the property, am exclusively contracting with licensed contractors 401construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCcup. OR 3.5QF7. 8p0.26 CONS. MUACCBLDST NOt�IRESID.TU @7.50 APPARATUS 8 SINGLE OUTLEr CIR. Ex. Occup.OUTLET OR FIXTURES 20 @ 1.00 BAL_ @ .so LNIS Ex. Occup. OFuTrMEDs R p,OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 123.26 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation PERMIT FEE 1 $ 61.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith omply with thos provisions. (`�j� X Date 6 -2-2, — `' _ nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An An,permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.By Mobile Home Installation Fee I $ Energy Inspection Fee 1$46.00 OCC CONST. TYPE TOTAL FEE $ 1529.19 HAZ. D. FEES IMP _V/ FLoo cOF PARCEL po HD suE This permit is hereby issued under of the Butte County Code and/or indicated above for which f PERMIT EXPIRES ON the applicable provisions Resolutions to do work n }maid. ofte (D, I# Receipt No. i&T 73 7 WHITE-D.D.S.-B.D. NARY -ASSESSOR I PINK -INSPECTOR GOLDENROD -APPLICANT "x r C0 N BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION x6UNTY CENTER DRIV', OROVILLE, t '*6 'TIA 95965 - TELEPHONE (530) 538-7541 E ,, '"'S:r•C lir � ..,..�+�� r � ..: � (y r. PERMIT APPLICAfTDN', DATA SHEET OWNER: ASSESSOR PARCEL �- "' OQ Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit p ssin"g nd9or' issuances t (7 Date Received By ❑ 1. All iiems have been submitted .--------------------; ---------------------------------------------------------------- V�'l. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ i Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- t 4 Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- IEngineered truss details and layout in duplicate (required prior to plan review) No faxes! - --q w�d. Energy Design Compliance and supporting documentation. --------------------------------------------f Statement of Intent for Non -Heated and A/C Buildings. ------------------------------- ----------------- ---- -• - ---. . Hazardous Material Form.------------------------------------------------------------------------------------------ \ 9. ufactured Home data and installation instructions including Tie Down Specifications 0/ ----- 7 ,.t. Fees of $ �w------------------------------------------------------------------11//------------------- • , 1: -Impact fees as shown on the attached schedule. ------- - - -- ------ ------ ----------------=------------- California Department of Forestry plan approval/f -- - -�� ______________, - ❑ 13 . Flood elevation certificate. ---------------------------------------------------------„1- - -----------------------=- i,•: f4. Sanitation and plot plan approval Health Department. t yid- � Q------------------ jKL, ❑ 15. City. of Chico plumbing permit. -----„;=---------------------------------------------------------------------------- ”" ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- . �� U "' ❑ 7. Planning approval for (A) Use: (B) Parking:" `-=--- ;---------- +ti °719. 8 Contact Land Development about El Improvements, ❑ Drainage Legal Parcel. ----------------------- r� O�Encroachment Permit for driveway (construction approval prior to occupancy). ---------- -T ZZ-, C] 20. Pre -inspection for required.. Request to Building Inspector on r (Dade ❑21. Contractor's license information. (Number, Name Style, Classification):-- -------------------------------- +� 22. ❑ Workers' Compensation carrier and policy number. ----------------------------------------------------------- '023 '�❑ 4 t° • 25 j ❑26 ❑27 ❑28 ❑29 ❑30 Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- Letter of signature authorization. ------------ --------- �A- - - ---------------------------------------------------- Recorded copy of Agricultural Acknowledgment SlAtement- -------------------------------------------------- Letter of intent on building use. ----------- !------- ------------------------------------------------------- Manufactured Home utility clearance. ---- `,} - --------------------------------------------------------- ,,� - Existing violations and/or expired permits -;------------------- ==---------------------------------- ❑433 A, ❑Grant Deed, 11M.H.( i le, ❑ Check tO"A.C.D $ .--------------- r' tiV Other: -____-- When you issueic /Telephone s as follows ❑ Mail to owner, ❑M/ aril t•'o c ntractor. 3r /ru"`Q. ,u d hold for pickup at U office. El Deliver with inspector. t Applicant. Date: W/ IV -YiV U Copy of Haz-Mat form sent -q Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent El Health Department; 13Fire Departmen Other-: r By 1. Index permit application for the above items numberedeck List 2. Additional items required: Coir, ra66*de�signer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Pate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was sed of the above uired b ❑ phone, ❑ mail, ❑ Buildin OFunt , by ate: jr Plans reviewed by: Date: Plans approved by: Date: '' Sets of plans on old in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. P g OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 /�e SCHEDULE OF FEES DUE PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ --'Additional Fees Due ........... $ -- Additional Fees Due ........... $ - -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) �, Residential ........ x $360.00 = $ 360,60 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 Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # / -" (O DATE RECEIPT # DATE REC 004134 gZ3/o0tj �-9 7 41 t0l At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy -Applicant 3rd Copy - Owner (Rev. 2/97) Attention Property Owner: Ah "owner -builder" building permit has been applied for in your name and bearing your Please complete and return this information at your earliest opportunity .to avoid . unnecessary delay in processing and issuing your building permit. No building permit will.: . be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YES NO Z. f HAVE[ J HAVE NOT[ J signed an: application for. a buiding permit_ for the _.. • .... proposed work.. . 3. I have contracted with the following person (firm) . to provide, the 'proposed construction: NAME: - ADDRESS: CITY:.:-.. PHONE: CONTRACTOR'S. LICENSE NO. - 4.' -1 O: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 followingpehons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCL•kL SECURITY NUMBER: DATE: NOTE: May 1995 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. 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 awaie 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. isura nnce 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 y obligations under State Law; contact the Department of Benefit Payments and the Division of Industrial C 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 "ownerbuilder" 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 odm 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 O%rmer-Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 Tri s MICHAEL MOONEY CIVII.. ENGINEER ' RCE 20647 Job Number 00-08-88 Page 1 Job Name Beever/Permit # 00-1441 Date 8-08-2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 v Insulation 1 p� FES q� 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 0206 Plywood 1.5 Framing 1.5 q 1/2 gyp 2.5 Insulation 1.0 16 psf. Floor Slab 50 40 psf Lateral loads Wind P=CcCggI where Exposure B Ce = 0.62 @ 15 feet Cg =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet' 0.5 out leeward wall Seismic , V=2.5 C.I W/ 1.4R C, 0.36,-1 1;R=5.5/4.5 Soil Bearing 1,500 pounds per square foot Friction = 0.35 ! Lateral bearing = 250 psf/ft. 60ILDING' DEPARTMENT` ID 0�0,! P 1�2 q/o a 17 w u �-� K C-YLA,k��C z Bob Beever Residence 0 CA) U 1 tv� I -Ti K -k/ W - S . Uva k(l,� ImA Lew kqAo e jaf— '3 77 Vc 2i - = <) 7.7 d -(O�ru 0 7 bC I'Lt'S- �L Y,, U , 4.21 sag LZO C�31 1!E C4. t &Mlbatgt L (4'KOJ?-Z %2l -.;;?-C)' hb klAA.Qw)tj . J Cel wie vjwV)tjA" &64jr- 1 y I s F Y,, Z-7 L,ocw- i v-) 0 V&e, - ZoGl�e , 3 3 Z ➢- 4. S C� gr -5 vl2 a CZl %\t�A 4 L . ita b) . LAAJe o 94 7KAH+ ��- t.!A lk)'Giiy)- &DF� s/(, 6b44.Zfl(,o+ 17�0ULP- 1� a C4-4-21 1�,.�i d °►.o�:(.ro. �- C��2��"�-, . �2 614 NIA 1'761 46t7�7� + cam- L KfE- �. 0, ��v-4 6)L ;tel ��f-a AV e oY- C� Qr2a.- V-- s� 3 05 K.,a tL2*9 �- �— c2�C�zY�,b1(i6� w� 2b.auc U� D,lt71Alr 2,%6iK Uti t PLA REVIEW RESPONSE FGOM •In order to expedite the review of your plans, please complete die following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the planstcalcs. errACH THTC FnIMM Tn A Cnov nF vnIIIIa 01 AN QFVTFw I FTTFO eNn arninm wTTH RRR-CFn eNn noTr-TUAI m .LIC OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER CD (Oq -5-2 0 - OOG :ESPONSE FOR PLAN CHECK LETTER DAT D: ". — I q-_ PLAN CHECK ITEM # RESPONSE BY: vI l d e -,-t, LOCATION ON PLANS/CALCS: w 2s -r .e 1e v -t-n. my\ COMMENTS: C � � � � a y � W l � �� �.7 � O 6 •� S� s PLAN CHECK ITEM # " ' RESPONSE BY: ' - o rz. c,4 L lu rr+ - LOCATION ON PLANS/CALCS: _ —�:-��s S s, �► __. _ - COMMENTS: ko L2 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L A'C'-e RNA r4L •N A 5 1 4 H• -1-r A. C H e d ko L2 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: -e. ko L2 PLAN CHECK ITEM #RESPONSE BY: "' - LOCATION ON PLANS/CALCS: - - - JU 1 -17 -Vv VG Jule 14, 2000 Robert Be'ever 320 Valley Vie:{ Dr Oroville. Ca 95966 7� Department of Development Services Building Division 7 Coun.n Cenier 1?ji%-e Oro%-ille, CA 95965 t530i 538-'541 (530) 538-2140 FAX Parcel Number:069-580-006 Building Permit Number: 00-1441 This office reviewed the building plans for the permit application referenced above. The plan examiner's comments are listed in Part - 1 below. Please respond in writing to each comment in Part - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM ENDICATE WHICH DETAIL-, SPECIFICATION OR CALCULATION SHOWS THE REQUESTED MFORVIATION. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. PART - 1 Provide additional information and/ or make revisions to the plans, specifications and calculations as follows ,1.' Provide 36 square feet of window area in the living room. Size truss for mechanical load or provide stamped, signed letter from truss engineer that this has been addressed. 3.Provide a lateral analysis of this structure. This analysis is to encompass the entire building The front and rear of this structure meet the requirements of unusual shape of Chapter 23 of the Uniform Building Code and the interior braced wall panels provided are incorrect for location and spacing. You can remove thickened slab areas on the foundation as they will not be necessary with a complete lateral analysis. 4. Engineer of record is to review and approve trusses per his lateral design. He is also to review any truss loads over 5000 pounds and provide support and a foundation design as necessary. 5. When calculating glass area in a door you must include the size of the glass area plus 2 inches of the frame around the glass area or you may use the entire opening of the door. If the glass in the door measures 10 square feet, you must add the frame around the glass. Revise calcs to depict glass and frame or entire door opening. In addition you have left doors on both the left and rear elevations out of the calcs entirely. Please revise. Calculations and plans must be stamped and signed by a licensed professional. Plans and truss cales can be picked up in the Oroville office of the building division. r U1 )u1-19-00 02:44P Plan review will continue upon receipt of the above,items. ,AdditionmonvAps may be generated from your response above where plan documents were Incomplete, inconsistent or not adequate to depict code compliance. PART - 11 The items identified below must*be submitted prior to permit issuance. These items were noted at the time of permit application on the PER -MIT APPLICATION DATA SHEET. 1. Pay balance of building Permit fees in the amount of S 15.49 ?. Complete and return the Butte County School Impact Fee Certification form. If you vvish to discuss any requirements in Part 1. you may contact me at (530) 538-7541 between the hours of.l-00p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely. Martha Whitney Plans Examiner , IE PLAN REVIEW RESPONSE FORM �* - in•order to expedite the review 6fj plans, please complete the following info nand return thJi formtivith your re -submittal. ,this form -is not i ompleie, as to all correction items, we will not be able to accept it re -submittal for review,' •'There must be a va response. to every item requested in our plan'correction letter. - "By others" is not considered a valid response. Please indicate -ye_ response to each item and the location where the information can be found on the plaii_� ales. ' ATTACH THIS FORM TO A COPYOF YOUR'PL AN REYtEWIETTER AND RETURN WITH R* MSED•AND ORIGINALPLANS. OWNERS NAME ,. DATE' ; ' r _ :} ASSESSORS PARCEL NUMBER PERMIT NUMBER ; RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: ' ; Vi.y LOCATION ON PLANSICALCS: COMMENTS: •�,y��� • --� _9/� . ►J \ � j0 �. S': �ti� IDS/ l C' " Z.LJYvLj. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: l C' " Z.LJYvLj. COMMENTS: " 1 , PLAN CHECK ITEM # o RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS COMMENTS: 1 COMMENTS: ' PLAN -CHECK. ITEM #.. "RESPONSE BY:•' ! -', LOCATION ON PLANSICALCS: LOCATION ON PLANS/CALCS 1 COMMENTS: ' PLAN CHECK ITEM"" °' :RESPONSE BY:; LOCATION ON PLANS/CALCS COMMENTS: .. y ... `ms`s JS•- . .f '�y.♦ •' � � t �, � � .. • -• � �r a �, ... ,fr MICHAEL MOONEY - 5AMaDRoNEAPE. CIVIL ENGINEER OROv=, CA 95966 RCE 20647 (916) 533-2131 Butte County August 8, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re.: Truss calculations Bob Beever/Permit #-00-1441 I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 July 14, 2000 Robert Beever 320 Valley View Dr Oroville, Ca 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-5 80-006 Building Permit Number: 00-1441 This office reviewed the building plans for the permit application referenced above. The plan examiner's comments are listed in Part - I below. Please respond in writing to each comment in Part - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. INDICATE WHICH DETAIL, SPECIFICATION OR CALCULATION SHOWS THE REQUESTED INFORMATION. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. .11 Provide additional information and/ or make revisions to the plans, specifications and calculations as follows: Provide 36 square feet of window area in the living room. Size truss for mechanical load or provide stamped, signed letter from truss engineer that this has been addressed. �rovide a lateral analysis of this structure. This analysis is to encompass the entire building. The front and rear of this structure meet the requirements of unusual shape of Chapter 23 of the Uniform Building Code and the interior braced wall panels provided are incorrect for location and spacing. You can remove thickened slab areas on the foundation as they will not be necessary w'h a complete lateral analysis. .gAngineer of record is to review and approve trusses per his lateral design. He is also to review an truss loads over 5000 pounds and provide support and a foundation design as necessary. j�When calculating glass area in a door you must include the size of the glass area plus 2 inches of the frame around the glass area or you may use the entire opening of the door. If the glass in the door measures 10 square feet, you must add the frame around the glass. Revise calcs to depict glass and frame or entire door opening. In addition you have left doors on both the left and rear elevations out of the calcs entirely. Please revise. Calculations and plans must be stamped and signed by a licensed professional. Plans and truss calcs can be picked up in the Oroville office of the building division. Plan'review will continue u `on receipt of the above items. Addition�omments may be p I Y generated from your response above where plan documents were incomplete, inconsistent or not adequate to depict code compliance. PART II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay balance of building Permit fees in the amount of $15.49 2. Complete and return the Butte County School Impact Fee Certification form. If you wish to discuss any requirements in Part I, you may contact me at (530) 538-7541 between the hours of 1:00p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Martha Whitney Plans Examiner PRC—ECT PROCESSING RF -CORD APPLICANT: • ' I V'�-'1� • OWNER: i PERMIT #: C'1 — 1 LIZ I A. P. #: 10 (c)2 Ss � — 00 < � WORK DESCRIPTION: DATE DESCRIPTION OF &TEP Cl, 1 iij �.�-��-�c� `� � �,r.•�--� -fi=r ��h' -�,'� `-��-�,�� �'_ Xevewk LIN 2 r✓c9 it r i �c� �J J�' c f e l� 4-h trc.l fit. X I�iV 1.0 �' �Jra ed moa( �ne,( c ins - r6 STRUCTURAL DETAILS:���n 1. Conventional construction - nusually shaped b;il�ingsvniform Building Code section 2320.5.4). /Standard bracing or engineered d ign (Uni ormode se6tion 2320.11.3). �{-� Clerestory requiring alloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. -� 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. &O -d" , 11. Garage door header size(s). 12. Porch header size(s). " �,.� Stud heights. �OpZ Expansive soil special foundation design required. �'J }'B 1,Y'Retaining walls requiring design. At,( n e-�'" � pCc/9. f�6'. Special Inspection requirements. �/�� , / , 17. Header sizes... 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006):. + Guardrails (Uniform Building Code section 509). ._.,,. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). 5Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). - 6 - Rggf covering type- (fire hazard). 7 Foam_ 'insulation - protection. 8 3V... halls and stairways (Uniform Building Code section 1004.3.3.2). 9 Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 1 Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). kT Attic access and ventilation (Uniform Building Code section 1505). :"-,� Combustion air for fuel burning appliances - LPG requiuements. . 1. . _.1 Sound requirements. �'► 6� �- f' e ,c h 14. Energy design compliance and supporting documentation. Flashing at all exterior openings. OSS — E.6ker4ta� 16. CDF responsible area requirements. � 2 Ra aU C;QQ a 1,7. Building Pe uirements: 17.1. RA '17.2. ood elevation certificate. 17.3. Fire Sprinklers required. �ppr 17.4. Special Inspection requirements. % . � �� Y as V 17.5.- Use Permit conditions.: 17.6. Sub -Standard Housing letter. Page 2 of 2 Owner: (3-eeweir Building Permit Number: �fV i Plans Examiner: MAJ-Z A- P. Number: (�7(iq GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: ,! Complete parcel size and dimensions. X Setbacks, side yard, easements, etc. y3! Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (NoisCSR Fire Sprinklers, Water Tender, Traffic. and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN : 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 0 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). % ►' Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406).' Required room sizes and ceiling heights (Uniform Building Code section 310.6). /f GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 19' Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). ,. Garage fire« -all separation - rewired on garage side including supporting walls and ltf'posts (Uniform Building Code section 302.4 exception #3). = i Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ,1-2" Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing'Code 408.5). . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 • t ' NorCal Lumber Co�riPany, Inc.. , 4601 Bernice Avenue a P.O. Box 270 • Marysville, CA 95901 • (530) 742-1804 • FAX (530) 742-8786 August 16, 2000 Martha Whitney Plans Examiner Butte County Building Division RE: Robert Beever Parcel # 069-580-006 Permit # 00-1441 Dear Martha, In response to Part 1, Item 2 of your letter dated July 14, 2000, 1 have enclosed copies of Trusses A11, AH4, AH5, AH6, AH7, AK45, AK6, AK6, and AK7. I have highlighted the areas, which show the 100LB concentrated load on the bottom chord of each truss where the F.A.U. sits. You have the original wet signed copies of these trusses. I have also supplied a revised copy of the truss layout showing the location of the F.A.U. platform in conjunction with these particular trusses. This should clarify your concerns on this matter. If I can be of any further assistance or is you have any questions, please feel free to call me at 742-1804. Very truly you , (t. T m ra ier x . w • ' l HCELtEL MOONEY • ' CIVII., ENGINEER RCE 20647 Job Number 00-08-88 Job Name Beever/Permit # 00-1441 Date 8-08-2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf, Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 16 psf. Floor Slab 50 40 psf Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall _ 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5Q,IW/1.4R- Ca=0.36, I= 1; R=.5.5 /4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. Page 1 .(re SUTTE Cour, I Y SUILDING' DEPARTMFRI` \- kJ Mk- L .r e' Bob Beever Residence ( :2%wo x Lo) -o Ab -AqLlg -21 llxi5 - M MU2RdsN-j 4-31 V-Kz Z-51 +S-J�-v AWL 61�A S'Q -Y L::)' 0 -L ZL' 9 = z - cn1 4' 1 &hxzz r-21SIRY-hi -Y+-a" W"narl fit' _ rz7WVO (AWfy7 w"" M MIA C.�.� 1 .-OQ — VZV W.—(2 I, -9E— f Lu 6) k -S .,u t Ko V� -Z 04 '2— .. LVL UJ cnJY1 _ 4 846Z ` VU VMS i\ ox,2 5 � DoE [ 6 iVC..J 16woYW1 Jr A%.uwAz 4. to+�� c��2 - e.. 22, .. _ _ , �► `G�°c� .lis 0 131�12Y1/2NGYJ� . vl_ 0aw -V W�f wu OL�F�u�u�z�. .16.Aa U D,117Oy 2,'�a� kit t CERTIFICATE OF COMPLIANCE:- Resideritial— Page 1 CF -1R Project Title: Beever House Run: 974 24 -Jul -00 Project Address: 7 Hercules Drive Beever House Building Title: Beever Home Document Author: Don Freemyers Telephone: Building Permit # 0o - /�q Pl/ Date ",JeCk . Z(I. on Compliance Method: CALRES2 1.35 Fie -1-d Check / Date Climate Zone: 11 ----------------- Y GENERAL INFORMATION Conditioned Floor Area: 1732 ft2 Average Ceiling Height: 910" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 90 deg (East) Glazing Area, o of Floor Area: 14.30 R -value Average Fenestration U-Value:0.60 U -value Location/Comments Average Fenestration SHGC: 0.63 --------- -- Number of Stories: 1 ----------------------- Unconditioned Number of Dwelling Units: 1.00 -- Floor Construction Type: Slab on grade BUILDING SHELL INSULATION• FLOOR TYPES AND AREAS Construction Type Cavity Sheathing Conditioned? Exterior Conditions/Descripti ------------------- Slab Component Insul insul Total Assembly Type --------------- R -value =------- R -value R -value U -value Location/Comments Door 0 --------- -- -------- 3.03 -------- 0.330 ----------------------- Unconditioned Door 0 -- 3.03 0.330 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Unconditioned Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Ceiling 38 0 41.67 0.024 Attic Floor 0 0 3.38 0.295 Grade Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 .0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti ------------------- Slab ------------ -------------- 1732 Yes ------------------------- Grade FENESTRATION Area U- Interior Exteriors Ov,Nl i g Orientation------ (ft2) value Panes Shading--- Shadi. ng NN G Window East 60:0 ---- ----- 0.600 2 ------- Standard - -------- BugScrn ,�g, '�ft Window East 18.9 0.600 2. Standard BugSc >h�1 -� Window North 57.0 0.600 2 Standard BugScrn Overhang 1 f I CERTIFICATE OF COMPLIANCE: Resideritial— Page 2 CF -1R Project Title: Beever House Run: 974 24 -Jul -00 --------------------------------==---------------------------------------------- -------------------------------------------------------------------------------- FENESTRATION continued THERMAL MASS Area Type Exposed? (ft2) None HVAC SYSTEMS Thick (in) Location/Comments ----- ---------------------------------------- Duct Location Type Efficiency and R -value Furnace 0.78 AFUE Attic R-4.2 Air cond.--- central split 10.'00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins ----------------------- Window West 71.2 ----- ----- 0.600 2 ---------- Standard ---------- BugScrn -------- Overhang Window South 22.4 0.600 2 Standard BugScrn Overhang Window South 12.0 0.600 2 Standard BugScrn Overhang THERMAL MASS Area Type Exposed? (ft2) None HVAC SYSTEMS Thick (in) Location/Comments ----- ---------------------------------------- Duct Location Type Efficiency and R -value Furnace 0.78 AFUE Attic R-4.2 Air cond.--- central split 10.'00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -=------ Standard–Gas Standard _------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.52 ------ 50 WATER HEATING SYSTEMS MISC System Name ------------ Standard–Gas Solar savings fraction ------------- Solar. system type ------------ WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) StandardGas 760 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Wood stove wood stove boiler? boiler pump? ---------- ------------- No No Pilot Standby Tank Light Loss R -value (Btuh) Pipe Pipe �`�(sul Insul System/Name Type Number run (ft) diam d( -in) – thtk ( in) R -value � --��`I� --------------------- -------------- �------ �� '��`„ None�� F V-# ED, )ROL CERTIFICATE OF COMPLIANCE: Residential.--� Page 3 CF -1R Project Title: Beever House Run: 974 24 -Jul -00 SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT,, This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of•the California Code of Regulations.;, and the Administrative regulations to implement --them. This certificate has been signed by the individual with overa�:1'de'sign responsibility. When this certificate of compliance is submitted for'a,,sng;le building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Sumner Certification #: Signed, Date, ENFORCEMENT AGENCY I Name: Title. Agency: Telephone: DOCUMENTATION AUTHOR Don Freemyers 10 DD Signed Date Signed Date l-MFALLIr NG DEP KI VRV COMPUTER METHOD SUMMARY Page 1 C -2R .Project Title: Beever House Run: 974 24 -Jul -00 Project Address: 7 Hercules Drive Beever House Building Title: Beever Home Building Permit # Document Author: Don Freemyers Telephone: Plan Check / Date Compliance Method: CALRES2 1.35 - Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating, 18.56 Space Cooling 13.14 Water Heating 14.30 Total 40.0 46.00 GENERAL INFORMATION. Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned zones: Total Conditioned Volume: Ground -Floor Area: BUILDING ZONE INFORMATION Floor Zone, Area Volume Name (ft2) (ft3) House 1732 15588 OPAQUE SURFACES Surface Area Type (ft2) ---------- ------ Zone = House Door Door Door Door Wall Proposed Design --------------- 17.56 13.21 14.30 -------- Complies 45.06 Yes 1732 ft2 9'0" ft -in SFD Single Family Detached 90 deg (East) 14.3% 0.60 0.63 1.00 1 Slab on grade 1 15588 ft3 1732 ft2 Vent Thermostat Height Type Type (ft) ------------- ------------ ------ Conditioned CEC Standard 210" U- Insl Total Tru Slr Construction value Rval Rval Azm Tlt Gns Type Location/Comments ----- ---- ----- --- --- --- ------------ -------------------- 20.0 0.330 0 3 90 20.0 0.330 0- 3 90 40.0 0.330 0 3 180 20.0 0.330 0 3 270 117.1 0.059 21 17 90 90 No CEC_30-W M Vpcoxnditioned 90 Yes CEC_30-Woo dut°s �"dVl 90 Yes CEC_3,1OtW�d, Outs de . 90 Yes CEC_3 �sM 0 - W"ood OuL�s id eirrvIEN 90 Yes W21.2x6t10uGsride O&E COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Beever House Run: 974 24 -Jul -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Double -V Slr Construction 90 Type -(ft2) value Rval Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------- ---------- Wall ------ 196.0 ----- 0.059 ---- 21 17 90 '90 No W21.2x6.16 Unconditioned Wall 303.0 0.059 21 17 0 90 Yes W21.2x6.16 Outside Wall 334.8 0.059 21 17 270 90 Yes W21.2x6.16 Outside Wall 307.6 0.059 21 17 180 90 Yes W21.2x6.16 Outside Ceiling 1732.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic Floor 1732.0 -- 0 -- -- 180 No S1ab140C Grade PERIMETER LOSSES Perimeter Type Zone = House Exposed Exposed Insul Length F2 Insul Depth (ft) Factor R-val (in) Location/Comments -------- ------ ----- ------ ---------------------------------- 117'0" 0.756 24'0" 0.507 - FENESTRATION SURFACES Fenestration Name -------------- Zone = House Front -1 Front -2 Front -3 Front -4 Front -5 Front -6 .Front -7 Front -8 FrontDr-9 Front -10 Front -11 Right -1, Right -2 Right -3 Right -4 Back -1 Back -2 Back -3 .Back -4 BackDr-5 LeftDr-1 Left -1 Left -2 Area Tru Type (ft2) Azm Tlt 0 16 Outside -- -- Unconditioned Glazing Open Frame Charactr Type Type Name Comments ---------------- Wind 43.0 90 90 Slider Vnyl/Div Double -V Wind •3.0 90 90 Slider Vnyl/Div Double -V Wind 13.0 90 90 Slider Vnyl/Div Double -V Wind #12.0 90 90 Slider Vnyl/Div Double -V Wind 012.0 90 90 Slider Vnyl/Div Double -V Wind -12.0, 90 90 Slider Vnyl/Div Double -V Wind o6.0 90 90 Slider vinyl Double -V Wind °6.0 90 90 Slider Vinyl Double -V Wind 6.9 90 90 Slider vinyl Double -V Wind •3.0 90 90 Slider Vnyl/Div Double -V Wind •12.0 90 90 Slider Vnyl/Div Double -V Wind =20.0 0 90 Slider Vnyl/Div Double -V Wind 020.0 0 90 Slider Vnyl/Div Double -V Wind 9.0 0 90 Slider Vnyl/Div Double -V Wind. o8.0 0 '90 Slider Vnyl/Div Double -V wind 015.0 270 90 Slider Vnyl/Div Double -V Wind -6.0 270 90 Slider Vnyl/Div Double -V Wind -15.0 270 90 Slider Vnyl/Div Double -V Wind v30.0 270 90 Slider Vnyl/Div Double -V Wind n11.2 270 90 Slider Vnyl/Div Double -V Wind 011.2 180 90 Slider Vnyl/Div Doubl''eUVTE, CO1 f wind 43.0 180 90 Slider vinyl Double -V Wind -3.0 180 90 Slider Vinyl DouliIaP) 22 QEPAF",TMfz- COMPUTER METHOD SUMMARY Page 3 C -2R Left Right Name -Height Width Depth Project Title: Beever House Run: 974 24 -Jul -00 FENESTRATION SURFACES continued ------ 21011 --------- 1'4" --------- --------- 41011 221011 Front z:2 1'0" 310" Glazing 1'4" $10" .Fenestration Area Tru Open Frame Charactr 210" 1'4" Name Type (ft2) Azm Tlt Type ---------- Type Name -------------------- Comments ---------------- 210" -------------- Left-3 ---- ----- Wind 63.0 --- 180 90 Slider Vinyl Double -V 4' 0" 31011 Left -4 Wind •3.0 180 90 Slider Vinyl Double -V Front -6 4'0" LeftDr-2 Wind +11.2 180 90 Slider Vnyl/Div Double -V 1210" Front -7 GLAZING CHARACTERISTICS 1'0" 210" 1'4" 1710" Glazing Front -8 610" Interior SHGC 210" SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name Type Panes value SHGC See notes Shade ------ Shade Type ---------- Shade ------ ------------ Double-V --------- ----- Clear ----- ------ 2 0.600 0.650 ---------- Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration --------------------------- Above Left Right Name -Height Width Depth Glazing Extension Extension --------- ------ ------ ------ 1'0" ------ 31011 ------ 21011 --------- 1'4" --------- --------- 41011 221011 Front z:2 1'0" 310" 210" 1'4" $10" 18'0" Front -'3 1'0" 310" 210" 1'4" 1410" 1210" Front -A 4'0" 310" 210" 1'4" 410" 2210" Front' --5 4' 0" 31011 21011 11411 81011 .181011 Front -6 4'0" 310" 210" 114" 14'0" 1210" Front -7 61'0" 1'0" 210" 1'4" 1710" 1110" Front -8 610" 1'0" 210" 114" 2216" 516" FrontDr-9 312" 212" 210" 114" 19'0" 7110" Front -10 1'0" .310" 2t0" 114" 2510" 1'0" Front -11 4'0" 310" 210" 114" 2510" 1'0" Right -1 4'0" 5'0" 210" 114" 4'0" 3510" Right -2 4'0" 5'0" 210" 114" 19'0" 2010" Right -3 3'0" 310" 210" 114" 3410" 710" Right -4 4'0" 210" 210" 114" 37'0" 510" Back -1 510" 310" 210" 114" 1610" 3310" Back -2 210" 310" 210" 1'4" 2015" 2817" Back -3 510" 310" 210" 114" 2410" 2510" Back -4 510" 6101" 210" 114" 3310" 1310" BackDr-5 512" 210" 114" 41'0" 8110" LeftDr-1 512" X2'2" 212" 210" 114" 516" 3814" Left -1 11011 - 31011 21011 11411 281011 15'0" . Left -2 1'0" 310" 210" 114" 2810" 1510" Left -3 1'0" 310" 210" 1'4" 34'0" 910" Left -4 110" 310" 210" 114" 3410" 910" LeftDr-2 .51211 212" 21011 1'4" 39,611 4 CUN,. DEPril 1, :;ft-, COMPUTER METHOD SUMMARY Page -4 C -2R Project Title: Beever House Run: 974 24 -Jul -00 FINS Left Fin Right Fin -------------------------- -------------------------- Fenestration Exten Dist Exten Dist -------------------=------ Fin Fin above to Fin Fin above to Name Height Widtli Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name --------------- Zone House GasFurn.78 ACsplitl0 winter Summer Targetted Fraction Fraction Thermal Mass Comments -------- =------- ------------ -------------------------------- Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib water Water # of Energy volume System Name Type- Heater Name Heater Type Htrs Factor (gal) ------------ -------- Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.52 ------ 50 WATER HEATING SYSTEMS MISC Solar savings Solar system wood stove wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No r111T CtjKq DEPARTS . ra, APPROVEr-, COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Beever House Run: 974 24 -Jul -00 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 760 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul :System/Name Type Number run (ft), diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. -2. Heating duct register location:,Ceiling. 3. Cooling duct register -location: Ceiling. 0 �, 4,409 -DING DEPAF MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) Mr' -1K Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). • §I50(d): Minimum R-13 raised floor insulation in framed floors. §150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116.17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricatcd)have label with certified U -value, certified Solar Heat Gain Coefficient (SI IGC), and infiltration certification. 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. §I50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §I50(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: I IVAC equipment, water heaters, showenccads and faucets certified by the Commission. §I50(h): Beating and/or cooling loads calculated in accordance with ASHRAE. SMACNA or ACCA. § I50(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First ; feet of pipes closest to water heater tank. non -recirculating systems. insulated (114 or greater) 3. Back-up tanks for solar system. unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. E vOL NG1 DEIPJACI I,OWk 4 Julv 1. 1999 't VE MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: l.uwrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable bones when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) ' §I50(m): Ducts and fans I. All ducts and plenums constructed, installed, insulated, fastened, and scaled to comply with the ICB0 1997 UNIC sections 001 and 603; ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic. tape, aerosol sealant or other duct closure system that meets the applicable requiremetns ot'ULI81. UL181A, or UL18113 and other applicable specified tests for longevity given in y' I50(m).. 2. Exhaust fan systems have hack drall or automatic dampers. . 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. a 114: Pool and Spa I leafing Systems and Equipment. 1. System is certified with 781,o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At (cast 36 ol'pipe between filter and heater for future solar heating. h. C'ovcr fix outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas fired central liunaces. pool heaters. spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Utu/hr) Lighting Measures: 150(k) l.: Luminaires fix general lighting in kitchens shall have lamps with an efficacy of 40 Iumen.Vwatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. I50(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an ellicacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allox%cd in § I50(k)2.: and recessed ceiling fixtures are IC {insulation cover) approved. Pe r A 4DEp rt Jule 1. 1999 o' ELAN. !�lW P �a MiTek® -.'.Re: bobbea Bo' MiTek Industries, Inc. 3033 GOLD CANAL DRIVE SUITE 200. RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the,parameters provided by NorCal Lumber Company Pages or sheets covered by this seal: R3696830 thru R3696831 My license renewal date for the state of California is August 30, 2004. E The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. / MiTek Industries, Inc. 3033 GOLD CANAL DRIVE SUITE 200. RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (916) 631 7811 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the,parameters provided by NorCal Lumber Company Pages or sheets covered by this seal: R3696830 thru R3696831 My license renewal date for the state of California is August 30, 2004. E The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type Qty Ply Bob 4x4 - R3696830 BOBBEA A11 ROOF TRUSS 2 1 truss designed for3.1 k drag NOR CAL LUMBER, MARYSVILLE,CA 95901 '4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Aug 31 13:26:28 2000 Page 1 4-8-12 , 9-1-15 , 13-7-3 , 18-9-0 , 24-7-13 , 29-7-1 , 34-6-4 , 40-0-0 42-0-10 4-8-12 4-5-4 4-5-4 5-1-13 5-10-13 4-11-4 4-11-4 5-5-12 2-0-0 6.00 12 5x5 1.5x4 II 5 138 16 15 14 19 13 12 11 2x5 11 3x9 = 3x4 = 6x10 =4x4 = 44 =5x12 = 3x4 = 1.5x4 11 4x4 = 4x4 = 4x4 = ce) o 16� IC; 4x7 = 0 0 LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-2-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1 &Btr-G *Except* BOT CHORD Rigid ceiling directly applied or 3-7-10 on center bracing. 13-14 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G THE MODELING OF THIS TRUSS TO CHECK LATERAL LOAD (DUE TO ;TRANSFER OF SHEAR FORCE)LSHALL•BE REVIEWED AND APPROVED BY A QUALIFIED - REACTIONS (Ib/size) 17=1558/0-3-8,9=1692/0-3-8 BUILDING DESIGNER OR ARCHITECT. Max Horz 17=-514(load case 8) - Max Grav 1 7=1 681 (load case 9), 9=1852(load case 8) FORCES (lb) - First Load Case Onlyt TOP CHORD 1-2=-2035, 2-3=-2164, 3-4=-2094, 4-5=-2091, 5-6=-2312, 6-7=-2306, 7-8=-2619, 8-9=-3001, 9-10=54,y; e+ 1-17=-1512! IG t)e BOT CHORD 17-18=138, 16-18=138, 15-16=1761, 14-15=1889, 14-19=1504, 13-19=1504, 12-13=2287, 11-12=2589 V�l� 9-11=2592 WEBS 2-16=-432, 2-15=155, 3-15=-166,3-14=-105, 4-14=-269,5-14=713, 5-13=1019, 6-13=-329,7-13=-393, 7-12=118, 8-12=-355, 8-11=73, 1-16=1694 p�� NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is i delegated to the building designer. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. Continued on page 2 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. Q�pfESS1pN„ _ 0NG CD ,* NO. C04909 EXP 9-30,0,0-j August 31,2000 4x4 = 4x4 - 4-8-12 , 9-1-15 , 13-7-3 ,i 24-7-134x4— 1 29-7-1 1 34-6-4 , 40-0-9___, 4-8-12 4-5-4 4-5-4 11-0-10 4-11-4 4-11-4 5-5-12 Plate Offsets (X,Y): [3:0-2-8,0-3-0],[8:0-2-8,0-3-0],[9:0-0-0,0-0-4],[13:0-5-0 0-2-8]_[14:0-3-12,0-2-12] LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.67 Vert(LL) -0.16 13-14 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.39 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.13 9 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 256 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 3-2-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1 &Btr-G *Except* BOT CHORD Rigid ceiling directly applied or 3-7-10 on center bracing. 13-14 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G THE MODELING OF THIS TRUSS TO CHECK LATERAL LOAD (DUE TO ;TRANSFER OF SHEAR FORCE)LSHALL•BE REVIEWED AND APPROVED BY A QUALIFIED - REACTIONS (Ib/size) 17=1558/0-3-8,9=1692/0-3-8 BUILDING DESIGNER OR ARCHITECT. Max Horz 17=-514(load case 8) - Max Grav 1 7=1 681 (load case 9), 9=1852(load case 8) FORCES (lb) - First Load Case Onlyt TOP CHORD 1-2=-2035, 2-3=-2164, 3-4=-2094, 4-5=-2091, 5-6=-2312, 6-7=-2306, 7-8=-2619, 8-9=-3001, 9-10=54,y; e+ 1-17=-1512! IG t)e BOT CHORD 17-18=138, 16-18=138, 15-16=1761, 14-15=1889, 14-19=1504, 13-19=1504, 12-13=2287, 11-12=2589 V�l� 9-11=2592 WEBS 2-16=-432, 2-15=155, 3-15=-166,3-14=-105, 4-14=-269,5-14=713, 5-13=1019, 6-13=-329,7-13=-393, 7-12=118, 8-12=-355, 8-11=73, 1-16=1694 p�� NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is i delegated to the building designer. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. Continued on page 2 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. Q�pfESS1pN„ _ 0NG CD ,* NO. C04909 EXP 9-30,0,0-j August 31,2000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' 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. -.0. 1/8" c c3J5 2. Cut members to bear tightly against each 0 3 0 0 �zX other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O�� " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C, �, 4 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-Nall 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 ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are_ .theresponsibility of others unless shown. BEARING .e, 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 which bearings (supports) occur.MIT@k IndU5fT1@S, Inc. prior approval of aprofessional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL HYDRO A/R ® CLIP ~ ©1993 Mitek Holdings, Inc. , G ANCr NAIL ® .µ Job Truss Truss Type Qty Ply Bob R3696830 BOBBEA A11 ROOF TRUSS 2 1 truss designed for3.1 k drag NOR CAL LUMBER, MARYSVILLE,CA 95901 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Aug 31 13:26:28 2000 Page 2 NOTES , 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Load case(s) 8, 9 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-5=-62.0, 5-6=-62.0, 6-7=-62.0, 7-8=-62.0, 8-9=-62.0, 9-10=-62.0, 17-18=-14.0, 16-18=-14.0, 15-16=-14.0, 14-15=-14.0, 14-19=-14.0, 13-19=-14.0, 12-13=-14.0, 11-12=-14.0, 9-11=-14.0 Concentrated Loads (lb) Vert: 19=-100 8) User defined: Lumber Increase=1.33, Plate Increase=1.33 t Uniform Loads (plf) Vert: 1-2=9.0, 2-3=9.0, 3-4=9.0, 4-5=9.0, 5-6=-69.0, 6-7=-69.0, 7-8=-69.0, 8-9=-70.6, 9-10=-30.0, 17-18=-14.0, 16-18=-14.0, 15-16=-14.0, 14-15=-14.0, 14-19=-14.0, 13-19=-14.0, 12-13=-14.0, 11-12=-14.0, 9-11=-14.0 Hoa: 1-2=156.0, 2-3=156.0, 3-4=156.0, 4-5=156.0, 5-6=156.0, 6-7=156.0, 7-8=156.0, 8-9=149.7 Drag: 17-18=-3543.0 Concentrated Loads (lb) Vert: 19=-58 9) User defined: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-69.0, 2-3=-69.0, 3-4=-69.0, 4-5=-69.0, 5-6=9.0, 6-7=9.0, 7-8=9.0, 8-9=10.6, 9-10=-30.0, 17-18=-14.0, 16-18=-14.0, 15-16=-14.0, 14-15=-14.0,14-19=-14.0, 13-19=-14.0, 12-13=-14.0, 11-12=-14.0,9-11=-14.0 Horz: 1-2=-156.0, 2-3=-156.0, 3-4=-156.0, 4-5=-156.0, 5-6=-156.0, 6-7=-156.0, 7-8=-156.0, 8-9=-149.7 Drag: 17-18=3543.0 Concentrated Loads (lb) Vert: 19=-58 I r r �,,IN i Cb 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'Onofrio Drive, Madison, WI 53719 MTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' 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. -.10./a+ `2 "NJ5 2. Cut members to bear tightly against each 0 03. other. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Ov at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices c8 C, D plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A A 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-Nall 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. BEARING 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 which bearings (supports) occur. MiTek Indus ieS, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDROA ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL • R3696831 BO EA 613 ROOF TRUSS 1 7 truss designed for 3.9 k drag M R. M 4I 6 4,.,, _I -.,,,, 6-3-4 12.0-0 17-8-12 24-0-0 26.0-0 Scale= 1:56.7 6-3-4 5-8-12 5-8-12 6-3-4 2-0-0 ' 4x4 6.00 FEZ- 3 8-2-3 8-2-3 3x4 = 15-9-1; 7-7-11 5x5 - 24-0-0 8-2-3 Plate Offsets (X,Y): (2:0-0-0.0-0-0]-,[3 0 ..0. =0], [4:0=0�0 0=0] [T0=2 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) 11defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.37 Vert(LL) -0.11 5-7 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.21 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.03 5 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 166 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 3-11-12 on center purlin spacing. BOT CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 8-5-8 on center bracing. WEBS 2 X 4 DF Std -G i - OTHERS 2 X 4 DF Std -G _ THE MODELING OF THIS TRUSS TO CHECK LATERAL LOAD (DUE TO TRANSFER REACTIONS (Ib/size) 1=901/0-3-8,5=1034/0-3-8 OF SHEAR FORCE) SHALL BE REVIEWED AND APPROVED BY A QUALIFIED Max Horz 1=-118(load case 3) BUILDING DESIGNER OR ARCHITECT. Max Upliftl=-472(load case 8), 5=-408(load case 9) - - Max Grav 1=1515(load case 9), 5=1580(load case 8) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1428, 2-3=-1232, 3-4=-1232, 4-5=-1428, 5-6=27 BOT CHORD 1-8=1267,7-8=867,5-7=1267 WEBS 2-8=-309, 3-8=439, 3-7=439, 4-7=-309 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) For studs exposed to wind, see MiTek "Standard Gable End Detail" 4) All plates are M20 plates unless otherwise indicated. 5) Gable studs spaced at 1-4-0 on center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. - r 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 Ib uplift at joint 1 and 408 Ib i uplift at joint 5. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. RQfESSIp 10) Load case(s) 8, 9 has been modified. Building designer must review loads to verify that they are correct for the intended COQ use of this truss. I 0NG LOAD CASE(S) Standard Except: ',1 py_ 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 -w C r�� /!♦ Ph Uniform Loads (plo �S Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-5=-62.0, 5-6=-62.0, 1-8=-14.0, 7-8=-14.0, 5-7=-14.0 i NO. C049919 8) User defined: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf)i(Q q'30• Vert: 1-2=54.5, 2-3=51.5, 3-4=-111.5, 4-5=-114.5, 5-6=-30.0,1-8=-14.0, 7-8=-14.0, 5-7=-14.0 Horz: 1-2=314.2, 2-3=326.0, 3-4=326.0, 4-5=314.2 ,pq CIVIL Drag: 1-8=-163.0, 7-8=-163.0, 5--7=-1=-163.0 Or Continued on page 2 e A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE IJ August 31,2000 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. ' Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' 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. -.0. C2 J5 2. Cut members to bear tightly against each ZC3 0 0 �.3 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. ' For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C6 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 191Y. 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-Nall 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, If -no ceiling is installed, unless 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 foof or floor trusses with stacks of construction materials. Indicates location of joints at 1 ! 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Indust 1 S, Inc. `prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, lnc.CLIP •Job Truss Truss Type xT P1 Bob II R3696831 BOBBEA B13 ROOF TRUSS 1 1 truss designed for 3.9 k drag NOR CAL LUMBER, MARYSVILLECA 95901— °470=32 sCFctTf999-Mire— fndus nines, nl c. Thu Aug31-1-0-45:03 7000–Page 2 LOAD CASE(S) 9) User defined: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-114.5, 2-3=-111.5, 34=51.5, 4-5=54.5, 5-6=-30.0,1-8=-14.0, 7-8=-14.0, 5-7=-14.0 Horz: 1-2=-314.2, 2-3=-326.0, 3-4=-326.0, 4-5=-314.2 Drag: 1-8=163.0, 7-8=163.0, 5-7=163.0 r r � + rt • r a A WARN/NC - 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. r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' " 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. O2 C3 2. Cut members to bear tightly against each 0 03. ZXnJ other. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Ov at joint locations. For 4 x 2 orientation, locateC8C7 4. Unless otherwise noted, location chord splices plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS o 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 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 floor trusses 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. ® 15. Care should be exercised in handling, erection and installation of trusses. ® T HYORO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL 1 MICHAEL MOOR • 5.AMADRoNEAvE. CIVIL ENGINEER OROMLE, CA 95966 RCE 20647 (916) 533-2131 Butte County September 11, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Bob Beever/Permit # 0071441 I have reviewed the truss calculations for this job.. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have,been revised to reflect.a maximum design bearing.load of 1500 pounds per square foot. I have reviewed the revision of trusses All and B13 to include drag loads. Thank you for,your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 I NORCAL LUMBER - CO 4601 BERNICE AVE -'MARYSVILLE CA 95901 P.O. BOX 270 - -h1A,RYSUILLE CA, 95901 - PHONE (530) 742-1804 -FAX (530) 742-8786 L"180-mm'"il r!1v NORCAM LB V;V.. nCERTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.0 2311.6 f PREFABRICATED ................... - ..... ..................... .......... .. ....... .. . ..... ... ... ....... ... ........... ... .......... ... ........... .. . . .. .... I�ET SEALS El OFFICE COPY [:]CUSTOMER COPY Bob Beever . Bob Beever Custom M REGISTERED ENGINEER ==g LU S MIT@k 9ndl(p* Inc MiTek Industries, Inc. 3033 GOLD CANAL DRIVE . SUITE 200. RANCHO CORDOVA CA 95670 MiTek® FAX (916) 631 8225 TELEPHONE (916) 631 7811 Re:bobbea - Bo The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by NorCal Lumber Company Pages or sheets covered by this seal: R3362889 thru R3362936 My license renewal date for the state of California is August 30, 2000. Qpv '� Fti C 919 `rIZ11 June 27,2000 Yu; Ray CN�� 4�� `r The seal on these dr a - cceptance of professional engineering respowiWili�ygs—,01.8 or�the truss components shown. The suitability and use of this component for arf alar building istthel i responsibility of the building.designer, per ANSUTPI-1995 Sec. 2. INN De APPIj.vVer A Job runs cuss I ype Qty 4x4 -- o BbBBEA 1 A11 ROOF TRUSS 2 1 R3362889 V 1^ VI'9L LVIYWL(�, IYV1R 1 J V ILLG,VI'1 =,_.1 •4.0 -ac s uci r -tamp tvu i ex mausines, mc. I ue dun zt lu:lb:lb LUDD Pagel 1 4-8-12 9-1-15 I 13-7-3 I 18-9-0 24-7-13 I 29-7-1 I 34-64 I 40-0-0 92-0-p Scale = 1:120.9 4-8-12 4-5-4 4-5-4 5-1-1355X55`\+10-13 4-11-4 4-11-4 5-5-12 2-0-0 6.00 FIT 5x5 4x5 5x4 11 5 5x4 11 17 16 15 14 18 13 12 11 2x4 11 3x8 - 3x4 = 6x10= 4x4 - 5x12= 3x4= 1.5x4 11 4x4 = 4x4 = �14 ? 3x9= 6 6 LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 3-5-8 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 13-14 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 17=1558/0-3-8, 9=1692/0-3-8 Max Horz 17=-231 (load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2036, 2-3=-2165, 3-4=-2095, 4-5=-2091, 5-6=-2312, 6-7=-2307, 7-8=-2620, 8-9=-3003, 9-10=54, 1-17=-1512 BOT CHORD 16-17=138, 15-16=1762, 14-15=1889, 14-18=1504, 13-18=1504, 12-13=2288, 11-12=2591, 9-11=2593 WEBS 2 -16= -431,2 -15=155,3 -15= -166,3 -14= -106,4 -14= -269,5 -14=714,5 -13=1020,6 -13=-329,7-13=-394,7-12=118,8-12=-356,8-11=73,1-16=1694 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 H with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-5=-62.0, 5-6=-62.0, 6-7=-62.0, 7-8=-62.0, 8-9=-62.0, 9-10=-62.0, 16 -17= -14.0,15 -16= -14.0,14 -15= -14.0,14 -18=-14.0,13-18=-14.0,12-13=-14.0,11-12=-14.0,9-11=-14.0 Concentrated Loads (lb) Vert: 18=-100 ----VE1r') R%j AWARNING - 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 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss . TM Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. � �OQRpFESSIp�� ONG it NO. C049919 EXP 9-30-00 ne 27,2000 4x4 -- 4x4 - 4-8-12 4-8-12 9-1-15 1 13-7-3 24-7-134x4—. 29-7-1 34-64 40-0-0 4-8-12 4-5-4 4-5-4 4XA 9=10 4-11-4 4-114 5-5-12 Plate unsels LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.67 Vert(LL) -0.16 13-14 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.39 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.08 9 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 256 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 3-5-8 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 13-14 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 17=1558/0-3-8, 9=1692/0-3-8 Max Horz 17=-231 (load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2036, 2-3=-2165, 3-4=-2095, 4-5=-2091, 5-6=-2312, 6-7=-2307, 7-8=-2620, 8-9=-3003, 9-10=54, 1-17=-1512 BOT CHORD 16-17=138, 15-16=1762, 14-15=1889, 14-18=1504, 13-18=1504, 12-13=2288, 11-12=2591, 9-11=2593 WEBS 2 -16= -431,2 -15=155,3 -15= -166,3 -14= -106,4 -14= -269,5 -14=714,5 -13=1020,6 -13=-329,7-13=-394,7-12=118,8-12=-356,8-11=73,1-16=1694 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 H with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-5=-62.0, 5-6=-62.0, 6-7=-62.0, 7-8=-62.0, 8-9=-62.0, 9-10=-62.0, 16 -17= -14.0,15 -16= -14.0,14 -15= -14.0,14 -18=-14.0,13-18=-14.0,12-13=-14.0,11-12=-14.0,9-11=-14.0 Concentrated Loads (lb) Vert: 18=-100 ----VE1r') R%j AWARNING - 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 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss . TM Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. � �OQRpFESSIp�� ONG it NO. C049919 EXP 9-30-00 ne 27,2000 -4 -Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/Q * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 3 - 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"1/8" C2 C3 J5 2. Cut members to bear tightly against each 0 c 0 other, 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane O� C) at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7c6 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N '''- 12. Anchorage and/or load transferring connections - to trusses are the,fesponsibility of others unless shown.. • -- `11 l%�..lk '"" BEARING rvr �A* _ 13. Do'not overload roof or floor trusses with stacks of.construction materials: •6 Indicates location of joints at t; 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. TM ® HYDRO A/R ® PANEL CLIP �. ©1993 Mitek Holdings, Inc: R GANG-NAILQP Job russ russ ype]PY71) I 18-0-0 I 22-6-12 I 27-1-8 BbBBEA - T AH1 ROOF TRUSS 1 0-4-15 4-1-13 R3362890 s vct r lMEG Of ex Industries, Inc. 1 ue dun Z/ IU:Ib:11 2000 Pagel 4-3-12 4-411 8-10-8 I 13-5-4 I 18-0-0 I 22-6-12 I 27-1-8 1 31-3-5 311- 35-3-11 3�a1e 41-37(Q•3 4-3-12 0-4-15 4-1-13 4-6-12 4-6-12 4-6-12 4-6-12 4-1-13 1-4 0--15 3-7-7 4 I 3-11-5 2-0-0 6.00 Ff£ 5x5 NO WB 0.53 Horz(TL) 0.04 13 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 481 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G 5x5 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 DF No.2-G 3x4 - 5x8 - 1.5x4 11 3x8 = 4x4 - 6-0.0 on center bracing: . 4x5 2 213 4 5 22 6 7 8 3x4 � v� 1 9 r 10 M ' 1? 20 19 2318 17 16 24 15 14 253 12 4x5 - 2x4 11 4x8 - 4x4 - 2x4 I 1 7x8 - 7x6 - 4x4 = 4x8 - 2x4 11 4-3-12 8-10-8 13-5-4 18-0-0 22-6-12 27-1-8 31-1-4 3I I -fl 4 35-3-11 39-3-0 I I I I I I I I � 4-3-12 4-6-12 4-6-12 4-6-12 4-6-12 4-6-12 3-11-12 0-7-0 3-7-7 3-11-5 LOADING (pso SPACING 2-0.0 CSI DEFL (n) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.46 Vert(LL) 0.11 16-17 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.20 16-17 >999 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.04 13 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 481 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10.0.0 on center bracing, Except: WEBS 2 X 4 DF Std -G *Except* 6-0.0 on center bracing: . 7-13 2 X 8 DF No.2-G REACTIONS (Ib/size) 20=2330/0-3-8.13--5795/0-3-8, 10=-1095/0.3-8 - Max Horz 20=-177(load case 3) r Max Uplift 13=-75(load case 5), 10=-1278(load case 6) Max Grav 20=2333(load case 6), 13=5795(load case 1), 10=77(load case 4) f FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2828, 2-21=-2491, 3-21=-2491, 3-4=-4515,4-5=4583, 5-22=-4583, 6-22=-4583, 6-7=-494, 7-8=3127, 8-9=3602, 9-10=3126, 10.11=58, 1-20=-2234 BOT CHORD 19-20=123, 19-23=4515, 18-23=4515, 17-18=5069, 16-17=5069, 16-24=3058, 15-24=3058, 14-15=3058, 14-25=494, 13-25=494, 12-13=-2740, 10.12=-2740 WEBS 2-19=801,3-19=-2591,3-18=578,4-18=-709,4-17=171,4-16=-623,5-16=-692,6-16=1952,6.15=159,6-14=-3282,7-14=2175,7-13=-4635,8-13=-2452, 9-13=-549,9-12=126,1-19=2582 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0.6-0 on center. Bottom chords connected with 2 row(s) at 0.9-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center, 2 X 8 - 2 row(s) at 0.9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 13 and 1278 Ib uplift at joint 10. 10) This truss has been designed with ANSI/TPI 1-1995 criteria. - r i LOAD CASE(S) Standard At -r 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 1 COU Uniform Loads (plf) Vert: 1-2=-62.0,2-21=-62.0, 3-21=-150.5, 3-4=-150.5, 4-5=-150.5, 5-22=-150.5' 6=22s-150;5 6-7=-150 5, 7-8=-150.5 8-9=-62.0, 9-10=-62.0, 10-11=-62.0, 19-20=-34.0, 19-23=-34.0, 18-23=-34.0,'1'7''1`•8-34,0!yl6 117=-�34.0;'Fip _t• fi I 16-24=-34.0, 15-24=-34.0, 14-15=-34.0, 14-25=-34.0, 13-25=-34.0, 12-13=-34.0, 10-12=-34.0 Af' 1 �jU!" Concentrated Loads (lb) - Vert: 8=-53721=-537 s Er 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 WET" Plate Institute, 583 D'Onofrio Drive, Madison, W1 53719 MiTek Industries, Inc. O990FESS1t7�\ 0 T NO. C049919 EXP 9-9-30-9D-) June 27,2000 -Symbols Numbering System A General Safety Notes .J 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 /a+ Cz C3 J5 2. Cut members to bear tightly against each 0 0 o �. L., other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8C7 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 '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 to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 13. Do not overload ro3f or floor trusses with stacks BEARING 'ff of construction materials. k Indicates location of joints at 14. Do not cut or alter truss members orp late without which bearings (supports) occur. MIT@k IndUShl as, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses., TM ® HYDRO A/R ® PANCLIPEL _ f; ©1993 Mitek Holdings, Inc. GANG -NAIL ® y- Job fuss russ type Qty Ply 80 B`JBBEA � AH2 CAL HIP 1 1 R3362891 s c I e nus nes, Inc. I ue Jun age 6-3-12 6-a-111 14-1-4 21-10-12 29-3-5 29,&-4 34-3-11 I 39-3-OSC8I�e,=q:73.9 63-12 0-4-15 7-4-9 7-9-8 7-4-9 0-4-15 4-7-7 4-11-5 2-0-0 6.00 r1'£ 5x5 5x7 5x6 = 3x8 — 5x8, Iv ru 114 1 f IJ IL I I 1U .SXO— 2x4 11 3x8 - 5x7 - 5x6 - 5x8 = 3x4 - 1.5x4 11 6-3-12 14-1-4 21-10-12 29-8-4 31-1-1 39-3-0 6-3-12 7-9-8 7-9-8 7-9-8 1-5-0 8-1-12 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.85 Vert(LL) 0.11 13-14 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.27 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.05 11 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 4-3-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Sid -G WEBS 1 Row at midpt 3-15 2 Rows at 1/3 pts 4-12 REACTIONS (Ib/size) 16=1119/0-3-8.8=69/0-3-8,11=2006/0-3-8 Max Horz 16=-187(load case 3) Max Uplift8=-122(load case 6) Max Grav 16=1122(load case 6), 8=79(load case 7), 11=2006(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1435,2-3---1223, 3-4=-1828, 4-5=209.5-6=309, 6-7=579, 7-8=618, 8-9=54,1-16=-1069 BOT CHORD 15 -16=130,14 -15=1828,14 -17=1358,13-17=1358,12-13=1358,11-12=-721,10-11=-721,8-10=-488 WEBS 2 -15=137,3 -15= -708,3 -14= -115,4 -13=176,4 -12= -1833,5 -12= -501,6-10=380,1-15=1140,7-10=-279,6-11=-1884,6-12=1524,4-14=550 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 Ib uplift at joint 8. 9) This truss has been designed with ANSIlTPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-5=-62.0, 5-6=-62.0, 6-7=-62.0, 7-8=-62.0, 8-9=-62.0, 15-16=-14.0, 14 -15= -14.0,14 -17= -14.0,13 -17=-14.0,12-13=-14.0,11-12=-14.0,10-11=-14.0,8-10=-14t,0` Concentrated Loads (lb) OU 1-r% Vert: 17=-100 �.i1t. ,11r,; ilt1 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'Onoirlo Drive, Madison, WI 53719 MiTek Industries, Inc. QROFESS►O NO. C049919 � EXP 9-3 \lF June 27,2000 Symbols Numbering System A General Safety Notes _PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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 Q J5 2. Cut members to bear tightly against each 0 0 �. , 3 a 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 C8 C7 C6 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MIT@k lndUStfleS, lnc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of tfusses.., N TM PANEL r ©1993 Mitek Holdings, Inc. HYDRO A/R CLIP GANG-NAILQD Job russ Truss ypey CSI o PLATES GRIP TCLL 16.0 Plates Increase 1.10 R3362892 15OBBEA AH3 CAL HIP 1 1 1.25 imymt MLLUIVIDCr[,IVWRTJVILLC,I.M =JUI 0 IT (sj M 0 3 s Oct r 1999 NO I ex Industries, Inc. 1 ue .tun 27 10:16:19 2000 Pagel 4-11-5 I 9-6-12 11-11-111 17-4-4 25-1-12 30-6.5 �2-11-1 I I 37-6-11 42-6-0 44.6-Q Scale:' 1/811=11 I � 4-11-5 4-7-7 2-4-15 5-4-9 7-9-8 5-4-9 2-4-15 4-7-7 4-11-5 2-0-0 r 1.5x4 11 1.5x4 11 6.00 P 5x6.;,- 46 1.5x4 11 1.5x4 11 5x6 — 5x8 // 1.5x4 11 3x4 - 1011 4x8 LL GI LJ LV IV 10 1/ 3x8 — 5x6 - 5x6 - 3x5 - 3x4 = 1.5x4 11 I 9-6-12 I 17-4-4 I 25-1-12 32-11-4 3144 4 42-6-0 9-6-12 7-9-8 7-9-8 7-9-8 1-5-0 8-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.63 Vert(LL) -0.13 1-22 >902 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.23 1-22 >492 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.01 18 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 218 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Std -G WEBS 1 Row at midpt 7-22.8-21 OTHERS 2 X 4 DF Std -G REACTIONS (Ib/size) 1=47/0-3-8,22=1742/0-3-8,15=277/0-3-8,18=1409/0-3-8 Max Horz 1=-118(load case 3) Max Upliftl=-75(load case 7), 15=-87(load case 3) Max Grav 1=53(load case 6), 22=1742(load case 1), 15=277(load case 1), 18=1416(load case 7) i FORCES (Ib) - First Load Case Only TOP CHORD 1-2=344,2-3=687, 3-4=-59, 4-6=-8, 3-5=532, 5-7=532, 7-8=-733, 8-9=-932, 9-12=-932, 10-11=-8,11-12=-62,12-13--55,13-14--137, 14-15=170, 15-16=54 BOT CHORD 1-22=-233, 21-22=733, 21-23=932, 20-23=932, 19-20=53, 18-19=-324, 17-18=-324, 15-17=-92 WEBS 2-22=-359,3-22=-682,7-22=-1480,7-21=276,8-20=-365,12-20=1034,12-19=-995,13-19=1063,4-5=-22,9-11=-17,13-18=-1316,14-17=-269,13-17=378, 8-21=-233 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 2411 with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 1 and 87 Ib uplift at joint 15. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (pIQ Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-6=-62.0, 5-7=-62.0, 7-8=-62.0, 8-9=-62.0, 10-11=-62.0,11-12=-62.0. 12-13=-62.0,13-14=-62.0,14-15---62.0,15-16=-62.0,1-22=-14.0, 21-22=-14.0,21-23=-14.0,20-23=-14.0, 19-20=-14.0,18-19=-14.0,17-18=-14.0,15-17=-14.0 Concentrated Loads (lb)t (p -•y Vert: 23=-100 An. yyyyl- A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE I� 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. /pRpFESS►0,� UIVG 17 NO. C049919 EXP 9�-00 June 27,2000 `Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 1 3/a *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. Va 1/18+ Cz Ce J5 2. Cut members to bear tightly against each 0 0 LC6 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C, plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J 1 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 ff. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 roof or floor trusses with stacks ' TM "'LN BEARING of construction materials. joints Indicates location of 1 at 14. Do• not cut or alter truss members or. plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional egineer. ® I ,, , 15. Care should be exercised in handling, erection and installation of trusses. : TM_ PANEL HYDRO A/R CLIP ©199itek Holdings, Inc. 3 M GANG -NAIL Job russ Truss type QtyR3362893 .,.. _ 16111 (in) YOBBEA .0 AH4 CAL HIP 1 1 Plates Increase 'IVR VI'1L LVIVIVGR, IV...JV.LLQ"V 4.0-32 s vct r tamp mi i eK maustrles, Inc. I ue Jun 27 lu:ib:11 zuuu Page 1 11-11-11 1.5x4 37-6-11 Scale = 1:149.1 1 -?-0-9 4-11.5 � 9-6-121 117-a-Trw J5;1-11.5x&o t-5 3F-11 i, 42-6-oala-6 io 2-0-6 a-11-5 4-7-7 2-415 5-4-9 7!6-81 .5k4 -H-9 2-4-15 as -7 4-11-5 2-0-0 1.5x4 11 1.5x4 11 6.00 FfT 5x5 5x5 - 1.5x4 11 5x5.5 -'5x6 - 1.5x4 11 5x8 // 1.5x4 6 8 11 13 4x8 4 15 16 4 3 17 1�C?.12 1 >� r ro 6 4x5 — 25 24 26 23 2211 20 3x5=0 0 3x8 - 5x6 = 5x8 = 3x5 = 4x4 = 4x4 — 1.5x4 11 4x4 - 3x4 — 1 9-6-12 1 17-4-4 1&:412- 1 32-11-4 314_44 42-6-0 1 9-6-12 7-9.8 7-9-8 7-9-8 1-5-0 8-1-12 �,. , i• t LOADING (psi) - - tet. t� - SPACING - �t 2-0-0 CSI .,.. _ 16111 (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.34Vert(LL) -0.12 2-25 >937 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.20 2-25 >553 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 21 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 259 lb LUMBER TOP CHORD •2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G *Except* 23-24 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. Except: 3 Rows at 1/4 pis 4-15 BOT CHORD Rigid ceiling directly applied or 6-0.0 on center bracing. WEBS 1 Row at midpt 7-25 REACTIONS (Ib/size) 2=435/0-3-8,25=1358/0-3-8,18--217/0-3-8,21=1564/0-3-8 Max Horz 2=-80(load case 3) Max Uplift2=-63(load case 5), 25=-140(load case 4), 18=-53(load case 5), 21=-121(load case 3) Max Grav 25=1395(load case 6), 18=217(load case 1), 21=1582(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54, 2-3=-296, 3-4=178, 4-6=-507, 4-5=495, 5-7=498, 7-9=-459, 9-10=-459, 10-12=-459, 12-14=-447, 14-15=-449, 13-15=-506, 15-16=113, 16-17=274, 17-18=301,18-19=54,6-8=-408,8-11=-408,11-13=-408 BOT CHORD 2-25=210, 24-25=869, 24-26=868, 23-26=868, 22-23=-69, 21-22=431, 20-21=-431, 18-20=-209 WEBS 3-25=-354,4-25=-521,7-25=-1120,7-24=187,12-23=-393,15-23=1076,15-22=-938,16-22=1028,16-21=-1486,17-20=-254,16-20=362,5-6=-36,13-14=-34, 8-9=-360,10-11=-360 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 fl with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 'and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at joint 2, 140 lb uplift at joint 25, 53 lb uplift at joint 18 and 121 Ib uplift at Joint 21. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-6=-62.0, 13-15=-62.0, 15-16=-62.0, 16-17=-62.0, 17-18=-62.0, 18-19=-62.0, =-1 2-25=-14.0, 24-25=-14.0, 24-26=-14.0, 23-26=-14.0, 22-234.0, 21-22=-14.0, 20-21=-14.0, 18-20=-14.0, 6-8=-62.0, 8-11=-62.0, 11-13=-62.0 Concentrated Loads (lb) Vert: 26=-100 AWARN/NG -Verify design parameters and READ NOTES ON THIS AND REVERSE S/D�BOy�S Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual QRpFE_SnON(-,- Cam Z W NO. C049� EXfP 9-3C - .J 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 404r ' if i i r4 3 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 y, }(1t regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- i� 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. L ' Symbols Numbering System General Safety Notes .id ;PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 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, --N� Vs+ C2 C3 J5 2. Cut members to bear tightly against each 0 0 , 0 other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane O" v 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 (t6" 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 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 ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 constrdction 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. ® 15. Care should be exercised in handling, erection and installation of trusses. N� ® TM HYDRO A/R ® PANEL CLIP N ©1993 Mitek Holdings, Inc. GANG-NAIL Jobruss cuss I ype�vly tiob AWARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE�F ��++ Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual R3362894 BOBBEA J AHS CAL HIP 1 1 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 IYVR 6 ML LVIVIDCr%, MMR TOVILLC,VM voau I '4.0 -JZ s Vcl r 19yy MI I eK Industnes, Inc. Tue Jun 27 10:15:22 200u-- T 11-11-11 1.5x4 1 1.5x4 1 37-6-11 Scale = 1:149.1 -?-0-' 4-11-5 9-6-12 , 17-4-� 5- -1J 30- -5 3 -11T_1 42-6-0414-6 0 — I�—i r A)f if4 l 2-0-0 4-11-5 4-7-7 2 4-15 5-4-9 7- -8 5-U 24-15 4-7-7 4-11-5 2-0-0 1.5x4 11 1.5x4 11 6.00 5x5 � 5x5, 1.5x4 11 X15-1 x6 - 1.5x4 1 I 16 5x8 1.5x4 6 299 2aQ 14 4x8,z�- 4-'11 7 18 3 19 00 12 2�V ao ro 0 4x5 - 27 26 28 25 M3 22 3X5-= 0 0 3x8 — 5x6 = 5x8 — 4x4 - 4x4 — 4x4 - 1.5x4 11 4x4 - 3x4 -- 9-6-12 9-6-12 1 17-4-4 m 32-11-4 341_4-4 42-6-0 9-6-12 7-9-8 7-9-8 7-9-8 1-5-0 8-1-12 Plate onsets — LOADING(psf) SPACING 2-0-0 CSI 4xl!— (n) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.37 Vert(LL) -0.12 2-27 >937 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.20 2-27 >553 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.02 23 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 265 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G OP CHORD Sheathed or 6-0-0 on center purlin spacing. Except: BOT CHORD 2 X 4 DF No.1&Btr-G *Except* 3 Rows at 1/4 pts 4-17 25-26 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 DF Std -G WEBS 1 Row at midpt 8-27 REACTIONS (Ib/size) 2=454/0-3-8,27=1407/0-3-8.20=226/0-3-8.23--1622/0-3-8 Max Horz 2=-93(load case 3) Max Uplifl2=-76(load case 5), 27=-217(load case 4), 20=-56(load case 5), 23=-203(load case 3) Max Grav 27=1488(load case 6), 20=226(load case 1), 23=1679(load case 7) FORCES (Ib) - First Load Case Only r TOP CHORD 1-2=54,2-3---337, 3-4=136, 4-6=-647, 6-7=-70,4-5=588, 5-8=592, 8-10=-388, 1G-11=-388,11-13=-388,13-15=-375,15-17=-379,14-16---70, 14-17=-646, 17 -18=73,18 -19=255,19 -20=281,20 -21=54,6-29=-541,9-29=-541,9-12=-541,12-30=-541,14-30=-541 BOT CHORD 2 -27=246,26 -27=931,26 -28=929,25-28=929,24-25=-31,23-24=-411,22-23=-411,20-22=-191 WEBS 3-27=-352, 4-27=-558, 8-27=-1146, 8-26=189, 13-25=-406, 17-25=1104, 17-24=-988, 18-24=1077, 18-23=-1540, 19-22=-253, 18-22=358, 5-6=-48, 14-15=46, 9-10=-367, 11-12=-368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 fl by 24 It with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 2, 217 Ib uplift at joint 27, 56 Ib uplift atloint 20 and 203 Ib uplift atjoint 23. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. (� QUNG LOAD CASE(S) Standard � 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-6=-62.0, 6-7=-62.0,14-16=-62.0,14-17=-62.0,17-18---62.0,18-19=-62.0, NO COd' 19 19-20=-62.0, 20-21=-62.0, 2-27=-14.0, 26-27=-14.0,26-28=-14.0,25-28=-14.0, 24-25=-14.0, 23-24=-14.0, 22-23=-14.0,20-22=-14.0, 6-29=-30.0, 9-29=-62.0, 9-12=-62.0,12-30=-62.0,14-30=-30.0 EXP 9 3 OO Concentrated Loads (Ib) / Vert: 28=-100 AWARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE�F ��++ 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"4 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual 7 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. 9 '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. C2 C3 J5 2. Cut members to bear tightly against each Vs ~ o other. of 0 �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane �For4 at joint locations. x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C7 C6 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 19`Yo 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 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 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. i - BEARING �� �^^ �� 13. Do not overload roof or floor trusses with stacks of construction materials. - Indicates location of joints at 14. Do of cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. N� TM HYDRO A/R 0 PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL ® + Job cuss truss type Qty ply o BOBBEA at AH6 CAL HIP 1 1 I R3362895 v C6 M r 0 s c l e n us ries, Inc. Tue Jun 21 11U11524 ZUUU P—ag—e-1 11-11-1 15x4 11 37-6-11 -0- 4-11-5 9-612 1 25-1-12 3g -6i U-11-4 42-6-0 4-6- 2-0-0 4-11-5 4-7-7 2-4-15 5-4-9 5X67-.9-8 5-4- - 5 4-7-7 4-11-5 2-0-0 5x5 6.00 FfZ- 7x8 = 1.5x4 11 17-?r'--� $ 10 5x8 sxe - 22 21 20 24 19 18 17 3x9 — 5X10= 5x8 - 3x4 - 1.5x4 11 4x4 - 4x4 - 1.5x4 I I 4x4 - 4x4 - 14� 9-6-12 1 17-4-4 1 Z3�T� tg I 32-11-4 I 42-6.0 4-7-12 4-11-0 7-9-8 74W = 7-9-8 9-6-12 1� ao 3x9 o 0 Scale = 1:136.7 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.66 Vert(LL) 0.39 18-19 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.68 18-19 >660 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.10 15 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) list LC LL Min I/deft = 360 Weight: 258 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G *Except* 19-20 2 X 6 DF No.2-G WEBS 2 X 4 DF Std -G BRACING TOP CHORD Sheathed or 3-6-11 on center purlin spacing. Except: 3 Rows at 1/4 pts 413 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS . 1 Row at midpt 7-21,13-19 REACTIONS (Ib/size) 2=803/0-3-8,15=1665/0-3-8,22=1106/0-3-8 Max Horz 2=-100(load case 3) Max Uplift2=-234(load case 3), 15=-164(load case 5), 22=-235(load case 4) Max Grav 2=963(load case 7), 15=1665(load case 1), 22=1519(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54, 2-3=-1133, 3-4=-1987, 45=-1702, 5-8---1605,4-6=-308,6-7=-308, 7-23=-626, 9-23---626,9-12=-625,12-13=-625, 10-11=-1618, 11-13=-1721, 13-14=-2698,1415=-2934,15-16=54,8-10=-1422 BOT CHORD 2-22=944, 21-22=944, 20-21=2052, 20-24=2049, 19-24=2049, 18-19=2398, 17-18=2534, 15-17=2534 WEBS 3-21=894, 421= -248,7 -21= -352,7 -20=308,9 -19=356,13 -19= -383,13 -18=139,14 -18=-152,14-17=26,5-6=-35,11-12=-51,7-8=195,9-10=325,3-22=-1028 NOTES 1) This truss has been checked for unbalanced loading conditions. 2 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 Ib uplift at joint 2, 164 Ib uplift at joint 15 and 235 Ib uplift at joint 22. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. FESS/OA- LOAD CASE(S) Standard ��) VVNG� Fid 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 45=-62.0, 5-8=-62.0, 10-11=-62.0, 11-13=-62.0, 13-14=-62.0, 1415=-62.0, w n 15 -16= -62.0,2 -22= -14.0,21 -22= -14.0,20 -21=-14.0,20-24=-14.0,19-24=-14.0,18-19=-14.0,17-18=-14.0, a a� 15-17=-14.0, 8-10=-62.0 Concentrated Loads (Ib) NO. C04?(" 9 Vert: 24=-100 LXP 9-30/40 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOR 4.6 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 �►Y component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual Ppf'o�@, web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. l/fid/p 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. Symbols Numbering System A General Safety Notes -PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. V8 1/8 `2 2. Cut members to bear tightly against each 7C3 0 0 �. IN 03. other. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Uat joint locations. For 4 x 2 orientation, locateCe�, 4. Unless otherwise noted, location chord splices �,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 ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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, M BEARING 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 which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised iri handling, erection and installation of trusses. TM HYDRO A/R PANEL ©1993 Mitek Holdings, Inc. CLIP z GANG-NAIL Job russ russ I ype y y o EIOBBEA AH7 CAL HIP 1 1 R3362896 11-11-� 1 -0- 4-11.5 9-6-12 2-0-0 4-11-5 4-7-7 24-1 6.00 191,1_-1,1 5 3x5 4 r 0 3 4,12 d 3x6 = 24 23 3 9- 5x6 5x5.\_---' ' .,.. .� ...<, <�<,,,, ray. r I 1.5x4 11 37-6-11 Scale = 1:133.3 25-1-12 3 6 -111-4 42-6-0 4.6- 7-9-8 5-d-9 15 4-7-7 4-11-5 2-0-0 7x8 = 7x6 = TC 0.78 Vert(LL) 0.46 20-21 >982 *12 TCDL 15.0 Lumber Increase 1.25 8 7 11 5x8 BCLL 0.0 Rep Stress Incr NO 13 Horz(TL) 0.11 17 n/a 5 10 15 3x4 1st LC LL Min Udefl = 360 Weight: 264 Ib LUMBER BRACING >E4� 171 Q? TOP CHORD Sheathed or 3-5-10 on center purlin spacing. Except: BOT CHORD 2 X 4 DF No.1&Btr-G *Except* Q1 22 26 21 20 19 4x7= 6 6 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 3A x — 5x10-- 5x8 = x — 1.5x4 11 4x4 = 4x4 = 1.5x4 11 4x4= 4x4 g = 4-7-12 f 9-6-12 I 17-4-4 f 15XX14'-2- I 32-11-4 I 42-6-0 , 4-7-12 4-11-0 7-9-8 74v4 7-9-8 9-6-12 LOADING (psi) SPACING.2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increas 1.10 TC 0.78 Vert(LL) 0.46 20-21 >982 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.7420-21 >610 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.11 17 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 264 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 3-5-10 on center purlin spacing. Except: BOT CHORD 2 X 4 DF No.1&Btr-G *Except* 3 Rows at 1/4 pts 4-15 - 21-22 2 X 6 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 2 X 4 DF Std -G 6-0-0 on center bracing: 2-24,23-24. WEBS 1 Row at midpt 7-23,15-21 REACTIONS (Ib/size) 2=820/0-3-8,17=1727/0-3-8.24=1163/0-3-8 Max Horz 2=-114(load case 3) Max Uplift2=-284(load case 3), 17=-226(load case 5), 24=-325(load case 4) Max Grav 2=1052(load case 7), 17=1727(load case 1), 24=1642(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54, 2-3=-1172, 3-4=-2087, 4-5=-1806, 5-8=-1701, 8.9=-70, 4-6=-303, 6-7=-303, 7-25=-691, 10-25=-691, 10-14=-691, 14-15=-691, 11-12=-70, 11-13=-1717, 13 -15= -1828,15 -16= -2834,16-17=-3067,17-18=54,8-27=-1519,27-28=-1519,11-28=-1519 BOT CHORD 2-24=980, 23-24=980, 22-23=2213, 22-26=2210, 21-26=2210, 20-21=2520, 19-20=2652, 17-19=2652 WEBS 3-23=954, 4-23=-237, 7-23=-437, 7-22=316, 10-21=333, 15-21=-339, 15-20=136, 16-20=-147, 16-19=24, 5-6=-15, 13-14=-31, 7-8=152, 10-11=290, 3-24=-1084 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated foad(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 Ib uplift at joint 2, 226 Ib uplift at joint 17 and 325 Ib uplift at joint 24. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. �OQn /1C i \LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 /C^ Uniform Loads (plf) 2: Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-5=-62.0, 5-8=-62.0, 8-9=-62.0, 11-12=-62.0, 11-13=-62.0, 13-15=-62.0, N(.7. C049O 9 15-16=-62.0,16-17=-62.0,17-18=-62.0,2-24=-14.0, 23-24=-14.0, 22-23=-14.0,22-26=-14.0,21-26=-14.0, 20-21=-14.0,19-20=-14.0,17-19=-14.0, 8-27=-30.0, 27-28=-62.0,11-28=-30.0 EXf? 9 0 0 Concentrated Loads (lb) Vert: 26=-100 A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOR� USE v 0�� Jun '2° 00 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 44 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. -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. `Z C3 J5 2. Cut members to bear tightly against each 0 other. a o Z. 3. Place plates on each face of truss at each �' 3 O joint and embed fully. Avoid knots and wane p v at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 �, C6 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 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 to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 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 roof or floor.trusses with stacks BEARING �'kw W"I of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. v� TM PANEL HYDRO A/R CLIP ' ©1993 Mitek Holdings, Inc. _ GANG -NAIL , Job russ russ type Qty y o BOBBEA i AK1 ROOF TRUSS 1 2 R3362897 . - -)CfrTMMijek industries, Inc. rue Jun age 5-0-12 5-�-111 9-7-8 1 14-2-4 1 18-9-0 23-3-12 1 27-10-8 1 32-0-5 37-J-436-0-11 Zzale =41-0701 .6 I 5-0-12 0-4-15 4-1-13 4-6-12 4-6-12 4-6-12 4-6-12 4-1-13 04-15 3-7-7 3-11-5 2-0-0 2x4 11 4x10 = 1.5x4 11 6x8 = 1.5x4 11 3x8 = 3x4 = 5x5 = 6.00 4V 1 ZF 40 10 1 1 10 Z4 I O 14 Z:D3 -I Z 4X0 = 4x4 = '2x4 11 4x10 = 2x4 11 7x8 = 7x6 = 4x4 = 4x8 = 2x4 11 5-0-12 9-7-8 14-2-4 18-9-0 23-3-12 27-10.8 32-5-4 36-0-11 40-0-0 5-0-12 4-6-12 4-6-12 4-6-12 4-6-12 4-6-12 4-6-12 3-7-7 3-11-5 LOADING (psQ TCLL 16.0 TCDL 15.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.10 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.59 BC 0.75 WB 0.85 (Matrix) DEFL (in) (Ioc) - Well Vert(LL) 0.31 15-16 >999 Vert(TL) -0.63 15-16 >752 Horz(TL) 0.14 10 n/a 1st LC LL Min I/defl = 360 PLATES GRIP M20 220/195 Weight: 477 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Bir-G TOP CHORD Sheathed or 3-11-2 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 OF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 20=3502/0-3-8, 10=3666/0-3-8 Max Horz 20=-272(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-56,2-21=-7728,3-21=-7728,3-4=-7728,4-5=-10351,5-22=-10351,6-22=-10351,6-7=-8822,7-8=-6535,8-9=-7283,9-10=-7180,10-11=58,1-20=-121 BOT CHORD 19-20=4470, 19-23=4470, 18-23=4470, 17-18=9565, 16-17=9565, 16-24=10142, 15-24=10142, 14-15=10142, 14-25=8822, 13-25=8822, 12-13=6342, 10-12=6342 WEBS 2-19=156,2-18=4170,3-18=-1015,4-18=-2351,4-17=193,4-16=1006,5-16=-685,6-16=267,6-15=194,6-14=-1690,7-14=1149,7-13=-2928,8-13=1978, 9-13=308,9-12=-85,2-20=-5496 7) A plate rating reduction of 20% has been applied for the green lumber members. NOTES 1) 2 -ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected with 1 row(s) at 0-6-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. �<7UfE LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (pIQ- Vert: 1-2=-62.0,2-21=-62.0, 3-21=-150.5, 3-4=-150.5, 4-5=-150.5, 5-22=-150.5, 6-22=-150.5, 6-7=-150.5, 7-8=-150.5 8-9=-62.0, 9-10=-62.0, 10-11=-62.0,19-20=-34.0, 19-23=-34.0, 18-23=-34.0, 17-18=-34.0, 16-17=-34.0, a m 16-24=-34.0, 15-24=-34.0, 14-15=-34.0, 14-25=-34.0, 13-25=-34.0, 12-13=-34.0, 10-12=-34.0 Concentrated Loads (Ib) NO. C049919 Vert: 8=-537 21=-537 EXP 4--in-nn WAVO, 4.41 41 June 27,2000 A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFO �-7j 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• Qy 1 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual r 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. } Symbols Numbering System A General Safety Notes 1 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• f C2 C3 J5 2. Cut members to bear tightly against each 0 0 . , 3 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane /X. at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ca 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 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 roofor floor trusses with stacks TM BEARING of construction materials. Indicates location of joits atsaLEI 1 ri 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Indus 1@S, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in. handling, erection and installation of trusses. ,.. TM HYDRO A/R 0 PANEL CLIP ©1993 Mitek Holdings; Inc. 'r GANG-NAIL •L Job Truss ypeo CSI DEFL (in) (loc) I/defl PLATES GRIP BbBBEA J AK2 CAL HIP 1 1y R3362898 o 4 r , o 15 U5 3-6-13 7-0-12 7-)5-111 12-10-14 I 18-9-0 I 24-7-2 I 30-0-5 3q-1-4 35-0-11 I 40$0a1e =4j9o1.6 3-6-13 3-5-15 0-4-15 5-5-3 5-10-2 5-10-2 5-5-3 0-4-15 4-7-7 4-11-5 2-0-0 2x4 11 5x8 = 5x5 3x4 — 1.5x4 11 3x8 - 6.00112 IJ IY IJ IL 11 IU OXD - 3x5 - 3x4 - 1.5x4 11 5x8 - 5x5 - 3x8 - 7-0-12 F 12-10-14 f 18-9-0 7-0-12 5-10-2 5-10-2 24-7-2 I 30-5-4 5-10-2 5-10-2 40-0-0 9-6-12 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.57 Vert(LL) -0.22 8.10 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.43 8-10 >999 MiTek Industries, Inc. BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.13 8 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min Udefl = 360 Weight: 206 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 3-1-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G WEBS 1 Row at midpt 3-14 2 Rows at 1/3 pts 2-15 REACTIONS (Ib/size) 15=1509/0-3-8, 8=1642/0-3-8 Max Horz 15=-330(load case 3), FORCES (lb) - First Load Case Only TOP CHORD 1-2=0, 2-3=-1822, 3-4=-3155, 4-5=-3155, 5-6=-2298, 6-7=-2561, 7-8=-2800, 8-9=27,1-15=-214 BOT CHORD 14-15=1822.13-14=2763,12-13=2763,11-12=2998, 10-11=2998, 8-10=2480 WEBS 2 -15= -2208,2 -14=851,3 -14= -1210,3 -13=82,3 -12=504,4-12=-362,5-12=202,5-11=82,5-10=-901,6-10=755,7-10=-178 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S). Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE . - � U$, 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 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. �pt7FESSlO "�t �5 � ONI�Z YG qt� NO. 0049919 EXP 9-O0 June �27 2000 'Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * 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. �/e - ►/s+ C2 c3 J5 2. Cut members to bear tightly against each 0 other. c OU Z LC6 3. Place plates on each face of truss at each 0joint 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 �, 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 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 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 I 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. M BEARING 13. Do not 'overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 1 � ; 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM ® PANEL HYDRO A/R 0 CLIP s ©1993 Mitek Holdings, Inc. GANG-NAILQP Job Fuss cuss ype City Ply t5ob B'JBBEA ' R3362899 AK3 CAL HIP 1 1 s c 1 e nus ries, nc. ue un age 1 i-0-12 .9-5-11 1 14-10-4 i 22-7-12 i 28-0-5 130-5-41 5-0-11 4 r 0.0-0 S.Wh = 1:81.1 7-0-12 2-4-15 5-4-9 7-9-8 5-4-9 2-4-15 4-7-7 4-11-5 2-0-0 1.5x4 11 1.5x4 11 6.00 rT£ 5x5 3 5 5x6 - 3x8 — 2,j 6 7 1.5x4 11 1.5x4 11 5x5 910 11 x6 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is to, an individual j 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 2 1 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance >:1 19 18 17 2.5x4 11 4x12 = 5x7 - 7-0-12 1 14-10-4 7-0-12 7-9-8 16 15 5x6 — 3x8 - 22-7-12 30-5-4 40-0-0 7-9-8 7-9-8 9-6-12 13 1# 0 3x9 - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.54 Vert(LL) 0.19 16-17 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.43 16-17 >999 BCLL 0.0 Rep Stress lncr YES . WB 0.80 Horz(TL) 0.13 13 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1s1I LC LL Min I/deft = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 3-2-10 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G 'Except* WEBS 1 Row at midpt 6-18, 7-17, 7-15 1-19 2 X 4 DF No.1&Btr-G OTHERS 2 X 4 DF Std -G REACTIONS (Ib/size) 19=152310-3-8,13=1661/0-3-8 Max Horz 19=-183(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2239,2-3=-67,3-5=-8,2-4=-1927,4-6=-1927,6-7=-3056, 7-8=-2383,8-11=-2383,9-10=-8, 10-11=-60,11-12=-2700,12-13=-2904,13-14=54,1-19=-1467 BOT CHORD 18-19=236,17-18--3056,16-17=3208,15-16=3208,13-15=2511 ' WEBS 2 -18=443,6 -18= -1321,6 -17=206,7 -17= -177,7 -16=102,7 -15=-964,11-15=683,12-15=-120,3-4=-7,8-10=-21,1-18=1737 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 H by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORIUS Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is to, 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 63719 MiTek Industries, Inc. OQRpF[SS/0 ONG G O M NO. CA919 EXP -00 cbvx I> C �nL Y June 27' a Symbols Numbering System A General Safety Notes - PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13/ ' 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. V/s+ C2 C3 J5 2. Cut members to bear tightly against each 0 of 5 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O� " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices Ca C7 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 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. I 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. Mies, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ® PANEL ©1993 Mitek'Holdings, Inc. HYDRO A/R CLIP r - Job russ russ type y dbBBEA � AK35 CAL HIP 1 1 Fo R3362900 4-9-13 9-6-12 9-1101 15-8-4 21-9-12 27-6-5 27-11-4 33.9-11 40-0-0 Sca14 :74.7 r 4-9-13 4-8-15 0-4-15 5-8-9 6-1-8 5-8-9 0-4-15 5-10-7 6-2-5 2-0-0 5x5 6.00 r1'£ 3x4 = 3x8 = 5x6 IV IV I'F IJ 1/ IL -I I -IU 4XIU= 2x5 11 4x 12 = 3x8 - 5x8 - 5x6 - 3x8 - 1.5x4 11 3x9 11 9-6-12 15-7-6 I 21-9-12 27-11-4 33-9-11 40-0-[ 9-6-12 6-0-10 6-2-6 6-1-8 5-10-7 6-2-5 LOADING (psf) SPACING 2-7-8 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.63 Vert(LL) 0.19 12-13 >999 M20 220/195 TCDL •15.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.45 12-13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.15 8 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 215 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 2-8-11 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G *Except* WEBS 1 Row at midpt 4-14, 5-11, 5-13 1-16 2 X 4 DF No.1&Btr-G WEDGE Right: 2 X 6 DF No.2 REACTIONS (Ib/size) 16=2029/0-3-8, 8=2207/0-3-8 Max Horz 16=-240(load case 3) r FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2660,2-3=-2857, 34-2503, 4-5=-3309, 5-6=-2889, 6-7=-3321, 7-8=-3892, 8-9--71,1-16=-1964 BOT CHORD 15-16=196, 14-15=2298, 13-14=3316, 13-17=3438, 12-17=3438, 11-12=3438, 10-11=3356, 8-10=3356 WEBS 2 -14=282,3 -14=718,4 -14= -1137,4 -13=295,5 -12=174,5 -11= -768,6-11=879,7-11=-506,7-10=113,1-15=2189,2-15=-556,5-13=-178 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard /(jFESS10� 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 vR Uniform Loads (plf) ���� SONG G FN Vert: 1-2=-81.4, 2-3=-81.4, 3-4=-81.4, 4-5=-81.4, 5-6=-81.4, 6-7=-81.4, 7-8=-81.4, 8-9=-81.4,15-16=-18.4, 14-15=-18.4, 13-14=-18.4, 13-17=-18.4, 12-17=-18.4, 11-12=-18.4, 10-11=-18.4, 8-10=-18.4 Concentrated Loads (lb) C4 T Vert: 17=-100 �p NO. C049$1,9 t EXP. 9-3 -Or 7 CIt „ A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFQRE"U X&C4 ''•�a n 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 individualjrtvt��'s r 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 A 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 MN"`��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 13/, ' 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 1/8" cz J5 2. Cut members to bear tightly against each 0 other. ZC3 03. �. LC6 Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 2 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 191Yo 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 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 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.s"d M BEARING! 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 which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses.,, ..' N ® TM HYDRO A/R ® PANCLIPEL + ©1993 Mitek Holdings, Inc. GANG -NAIL Job russ russ I ypeIllyy o 9OBBEA ' AK45 CAL HIP 1 1 R3362901 M 0 ,100 1 rl n ...., , ,.—,.,,, o,...w. , — gun cr 1v, iv.ac cvvv rage i 1 4-9-13 1 9-6-129-1,1-11 1T 5-8-4 1 21-9-12 1 27-6-5 27111-4 33-9-11 F 40-0-0 44 Scale = 1:98.2 4-9-13 4-8-15 0-4-15 5.8-9 6-1-8 5-8-9 0-4-15 5-10-7 6-2-5 2-0-0 6.00 Fff 5x5 12-7-3 IA31&4 — 0 5x6, 15-1-3 , 3x4 — 3 x 4 3 19 5 6 7 3x4 6x6 -, 2 9 1 101co00 rb 18 17 16 15 21 14 13 12 4x12= o 2.5x4 11 4x14 — 3x8 —3x8 - 1.5x4 11 9-6-12 I 15-7-6 9-6-12 6-0-10 5x14 - 5x10 - 4x4 — 4x4 = 4x4 - 4x4 — 21-9-12 1 27-11-4 6-2-6 6-1-8 3x9 11 33-9-11 40-0-0 5-10-7 6-2-5 LOADING (psf) SPACING ' 2-7-8 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.98 Vert(LL) 0.43 13-14 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.83 13-14 >576 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.14 10 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deft = 360 Weight: 224 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 2-3-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 15-18 2 X 4 DF SS -G, 14-15 2 X 6 DF No.2-G WEBS 1 Row at midpt 5-16,6-13 WEBS 2 X 4 DF Std -G 'Except* 1-18 2 X 4 DF No.1&Btr-G WEDGE Right: 2 X 6 DF No.2 REACTIONS (Ib/size) 18=2150/0-3-8, 10=2313/0-3-8 Max Horz 18---261 (load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2830.2-3=-3065, 3-4=-114, 3-19=-2701, 5-19---2701,5-6=-3747, 6-20=-3143, 7-20---3143,7-8=-114,7-9=-3587, 9-10=-4106, 10-11=71, 1-18=-2087 BOT CHORD 17-18=207, 16-17=2447, 15-16=3754, 15-21=3747, 14-21=3747, 13-14=3750, 12-13=3543, 10-12=3543 WEBS 2 -16=345,3 -16=715,5 -16= -1462,5 -15=428,6 -14=180,6 -13=-844,7-13=828,9-13=-430,9-12=95,1-17=2333,2-17=-581 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. A plate rating reduction of 20% has been applied for the green lumber members. 8 This truss has been designed with ANSI/TPI 1-1995 criteria. _.000manow— LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-81.4, 2-3=-81.4, 3-4=-81.4, 3-19=-39.4, 5-19=-81.4, 5-6=-81.4, 6-20=-81.4, 7-20=-39.4, 7-8=-81.4, 7-9=-81.4, 9-10=-81.4, 10-11=-81.4, 17-18=-18.4, 16-17=-18.4, 15-16=-18.4, 15-21=-18.4, 14-21=-18.4, 13-14=-18.4, 12-13=-18.4,10-12=-18.4 Concentrated Loads (Ib) Vert: 21=-100 ��p`rESS1pNN,^, / NG A� NO. C049919 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFO 1113. 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 9999 q y 4ZA , 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. MITM �� 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. —P=01 0 June 27.2000 Symbols Numbering System A General Safety Notes 1 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, '/8+ C2 C3 J5 2. Cut members to bear tightly against each 0 � �. , 3 0 other. 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 a 4. Unless otherwise noted, location chord splices C8 C7 C 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. 4010 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. s = BEARING 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 which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection arid installation of trusses. , TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. %. GANG -NAIL o russ runs ype � y o 11OBBEA4i � AK5 CAL HIP 1. �t4 II 1 R3362902 V'/R Vr1L LVIYI{JGR, IVU'1R I J V ILLG,VM ao=� I r .vn� I f 4.0-32 s vcr r i u Mm i ex mausines, mc. I ue aun 2 r 1uno:ss 2uuu Page 7 t 15-s145x4 11 27.11-4 Scale= 1:147.1 1 4-9-13 1 9-6-12 113-5-111 11'4-J?�4-0-)5 1 3333 40-0-0 4-0 2-0 4-9-13 4-8-15 3-10-15 6-1-8 2-2-9 5-10-7 6-2-5 2-0-0 1.-Wd I 1.5A-111 5x5 3x4 = 6.00 F1Y 5x5.,-:, 5x5 3x4 - 5x5 3x4 � 3 5 7 10 12 14 5x5 0 4x5 � v 2 15 o0 00 1 t;I 1q, 24 23 22 21 25 20 19 18 3x9=0 o 2x4 11 3x8 = 6x10= 5x6-- 3x8= 1.5x4 11 3x8 - 4x4 - 14-9-13 1 9-6-12 1 15-7-6 H121 27-11-4 1 33-9-11 + 40-0-0 i 4-9-13 4-8-15 6-0-10 6-2-6 6-1-8 5-10-7 6-2-5 LOADING (psf) SPACING 2-0-0 CSI 4XdEE (n) (loc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.73 Vert(LL) 0.28 19-20 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.50 19-20 >946 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.10 16 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/def! = 360 Weight: 248 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 3-4-8 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.18Btr-G 'Except' Except: 20-212 X 6 DF No.2-G 3-7-0 on center bracing: 3-14 WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 2 X 4 DF Std -G WEBS 1 Row at midpt 6-22,11-19 REACTIONS (Ib/size) 24=1558/0-3-8,16--169210-3-8 Max Horz 24=-201 (load case 3) Max Uplift24=-69(load case 5), 16=-110(load case 5) i FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2054, 2-3=-2185, 3-5=-725, 3-4=-1275, 4-6=-1273, 6-8=-1859, 8-9=-1859, 9-11=-1859, 11-13=-1593, 13-14=-1592, 12-14=-749, 14-15=-2556, 15-16=-2988,16-17=54,1-24=-1512,5-7=-632,7-10=-632,10-12=-632 BOT CHORD 23-24=132, 22-23=1780,21-22=2495, 21-25=2490, 20-25=2490,19-20=2493,18-19=2577,16-18=2579 WEBS 2-23=-428,2-22=171,3-22=422,6-22=-819,6-21=296,11-20=166,11-19=-371,14-19=471,15-19=-388,15-18=75,4-5=-25,12-13=13,1-23=1716,7-8=-213, 9-10=-126 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 ,and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 24 and 110 Ib uplift at joint 16. Rof�i� 9) This truss has been designed with ANSIlTPI 1-1995 criteria. �Q LOAD CASE(S), Standard` 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 1 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 3-5=-62.0, 12-14=-62.0, 14-15=-62.0, 15-16=-62.0, 16-17=-62.0, 23-24=-14.0, N��� j 22-23=-14.0, 21-22=-14.0, 21-25=-14.0,20-25=-14.0,19-20=-14.0,18-19=-14.0,16-18=-14.0, 5-7=-62.0, 7-10=-62.0, 10-12=-62.0 CAP W3 r Concentrated Loads (lb) ` p Vert: 25=-100 \ // A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE 'US � jY 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 Additional /� rt rs�► ) �7+� web members only. temporary bracing to insure stability during construction is the responsibility of the erector.391 �. I'a Z y �. A Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance � Y � , 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. 1/8 1/8" C2 CS J5 2. Cut members to bear tightly against each 0 other. 3 a 0 �. zzz L. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane " 0 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 (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 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 tabular plating format refer to the is the responsibility of truss fabricator. General ,'For 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. TM '! BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do lnot cut or alter truss members orP late without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses.' N� TM HYDRO A/R 0 PANEL CLIP 01993 Mitek Holdings, Inc. GANG -NAIL ® - Job russruss ype y o BOBBEA AK6 CAL HIP 1 1 R3362903 IYtJR L.I1L LVwIVCR, wv,R r w�LLr=,�.r, aoav i -1 OX411cv-iz s vct f -taay mt t eK industries, Inc. I ue Jun Zr 1U:1b:30 2000 Nage 1 15-8-4 1.5x4 167-11-4 Scale = 1:151.4 1 4-9-13 1 9-6-12 113-511 ,.5X4-1� �4-0-IS 1 33-9-11 1 40-0-0 41 -O fl 4-9-13 4-8-15 3-10-15 6- - 2-2-9 5-10-7 6-2-5 2-0-0 Y 5x57' 5X. 1 3-;10-15 6.00 FTZ- 1.5x4 11 1.5x4 11 5x5 -�,- 3x4 - 3x4 - 6 15 5x5 3x4 3 5 283 1 13 16 5x5 0 4x5 2 17 rn r) 1 26 25 24 23 27 22 21 20 4x7 -0 0 2x4 11 3x8 - 6x10 - 5x7 - 3x8 -1.5x4 11 3x9 - 4x4 — 1 4-9-13 1 9-6-12 1 15-7-6 1_At;9Al2 1 27-11-4 133-9-11 40-0-0 1 4-9-13 4-8-15 6-0-10 6-2-6 6-1-8 5-10-7 6-2-5 Plate onsets — LOADING (psf) SPACING 2-0-0 CSI 4 (in) (loc) Udefl PLATES GRIP TCLL 16.0 ' Plates Increase 1.10 TC 0.76 Vert(LL) 0.34 21-22 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.5721-22 >840 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(fL) 0.11 18 Na BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Udefl = 360 Weight: 254 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 3-3-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.18Btr-G *Except* Except: 22-23 2 X 6 DF No.2-G 3-7-0 on center bracing: 3-16 WEBS 2 X 4 DF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 2 X 4 DF Std -G WEBS 1 Row at midpt 7-24.12-21 REACTIONS (Ib/size) 26--1631/0-3-8,18=1756/0-3-8 Max Horz 26=-214(load case 3) Max Uplift 26=-141(load case 5), 18=-174(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2156; 2-3=-2312, 3-5=-858, 5-6=-70, 3-4=-1251, 4-7=-1248, 7-9=-1860, 9-10=-1860, 10-12=-1860, 12-14=-1583, 14-16=-1583, 13-15=-70, 13-16=-892, 16 -17= -2699,17 -18=-3126,18-19=54,1-26=-1583,5-28=-770,8-28=-770,8-11=-770, 11-29=-770,13-29=-770 BOT CHORD 25-26=135,24-25--1871, 23-24=2635, 23-27=2631, 22-27=2631,21-22=2633,20-21=2699,18-20=2701 WEBS 2-25=-454,2-24=200,3-24=424,7-24=-856,7-23=304,12-22=168,12-21=-388,16-21=476,17-21=-381,17-20=74,4-5=-41,13-14=-2,1-25=1809,8-9=-222, 10-11=-131 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 it with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Ib uplift at joint 26 and 174 lb uplift at joint 18. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 3-5=-62.0, 5-6=-62.0, 13-15=-62.0, 13-16=-62.0, 16-17=-62.0, 17-18=-62.0, 18-19=-62.0, 25-26=-14.0, 24-25=-14.0,23-24=-14.0, 23-27=-14.0, 22-27=-1141.0,211-22=1141.0, 20-21=-14.0,18-20=-14.0, 5-28=-30.0, 8-28=-62.0, 8-11=-62.0, 11-29=-62.0, 13-29=-30.0 Concentrated Loads (lb) Vert: 27=-100 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE 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 or 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 Duality 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. /OP�UfE ��• ONG VG tri NO. C049919 EXP 9-30- 1 `1> CNII June 27,2000 ~ Symbols Numbering System A General Safety Notes ,PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' 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 J5 2. Cut members to bear tightly against each 0 other. 0 �. 0 ZC' 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane ov at joint locations. For 4 x 2 orientation, locate 4, Unless otherwise noted, location chord splices CB �, 4 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 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:' --7 �• BEARINGLEI78-11 13. Do not overload roof or floor trusses with stacks . of construction materials. • ' ' im Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MIT eS, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM Y� ® HYDRO A/R ® PANEL CLIP � ©1993 Mitek Holdings, Inc. GANG -NAIL - Job runs russ Type CSI y o 60BBEA AK7 CAL HIP 1 1 R3362904 vtJR VML LVIvIDCR, IvV M1 JVILL ;,VI U 1 4.0-32 s Oct r N999 till I eK Industries, Inc. I ue Jun z t 1D:1 b:3b zooD Pagel 1.5x4 11 15-8-4 7- 1-4 i 4-9-13 19-6-12 i13-5-111 1i.9_i �4�Qx 111 33-9-11 I 40-0-0 4-9-13 4-8-15 3-11.&<4 II 6-1,%(5:Z2-9 5-10-7 6-2-5 2-0-0 2-2-9 5x5 3-10-15 6.00 rT£ 1.5x4 11 5x5 -, 3x4 = 3x4 = 1.5x4 11 7 9 5x5 3x4 j 3 4 6 I Oil 12 14 5x5 4x6 � 2 15 2x4 113x8 — 3x8 - 6x 10 — 5x7 - 3x8 - 1.5x4 11 4x4 — i 4-9-13 , 9-6-12 I 15-7-6 4�gl:2: I 27-11-4 133-9-11 i 40-0-0 i 4-9-13 4-8-15 6-0-10 61-6A _ 6-1-8 5-10-7 6-2-5 Scale = 1:140.7 LOADING (psi) SPACING 2-0-0 CSI ` AaE) rL (n) (loc) I/deo PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.95 Vert(LL) -0.31 19-20 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.54 19-20 >883 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 14.0 psf top BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.09 16 n/a cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 255 Ib LUMBER 4) Provide adequate drainage to prevent water ponding. BRACING TOP CHORD 2 X 4 OF No.1&Btr-G 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. TOP CHORD Sheathed or 344 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr-G *Except* 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Ib uplift at joint 24 and 110 Ib Except: 20-212 X 6 DF No.2-G Q �Q�' LpONG 3 Rows at 1/4 pts 3-14 WEBS 2 X 4 DF Std -G a BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 2 X 4 DF Std -G 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) , WEBS 1 Row at micipt 6-22,11-19 REACTIONS (Ib/size) 24=1558/0-3-8,16--1692/D-3-8 Max Horz 24=-221 (load case 3) Max Uplifl24=-690oad case 5), 16=-110(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -2048,2 -3= -2193,3 -4= -1023,4 -7= -949,3 -5= -1090,5-6=-1090,6-8=-1367,8-10=-1370,10-11=-1363,11-13=-1404, 13-14=-1404,9-12=-959,12-14=-1046 ,14-15=-2566,15-16=-2982,16-17=54,1-24=-1512,7-9=-839 BOT CHORD 23-24=142, 22-23=1772, 21-22=2213,21-25=2209. 20-25=2209,19-20=2211,18-19=2569,16-18--2571 WEBS 2-23=422, 2-22=206,3-22=108, 6-22=-388, 6-21=286,11-20=157,11-19=57,14-19--166,15-19=-360,15-18--78, 4-5---81,12-13---55,1-23--1698, 7-8=70, 9-10=173 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the -plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97, 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Ib uplift at joint 24 and 110 Ib pFESSlQ QR "Y uplift at joint 16. 9) This truss has been designed with ANSI/TP1 1-1995 criteria. Q �Q�' LpONG LOAD CASE(S) Standard a 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plf) , *, NO. C049919 - Vert: 1-2=-62.0, 2-3=-62.0, 3-4=-62.0, 4-7=-62.0, 9-12=-62.0,12-14=-62.0,14-15=-62.0,15-16=-62.0,16-17=-62.0, EXP 4-30- 23-24=-14.0, 22-23=-14.0, 21-22=-14.0, 21-25=-14.0, 20-25=-14.0,19-20=-14.0,18-19=-14.0,16-18=-14.0, 7-9=-62.0 Concentrated Loads (lb) Vert: 25=-100 ��;_ s�� CNII. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE lF9f� ZR � `4F/9 Pr ),' June 27,2000 K* ' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual,Q' 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 '-Zr';f`. 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 DST -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 13/, ' 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 - ► /8+ Cz C3 J5 2. Cutmembers to bear tightly against each 0 a 0 , c 3. Place plates on each face of truss at each O 3O joint and embed fully. Avoid knots and wane p at joint locations. ' For 4 x 2 orientation, locate a 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 A 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 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-N 12. Anchorage and/or load transferring connections to trusses are, the responsibility of others unless shown.?, = = '•� = � 13. Do not, overload rooffloor trusses with stacks TM BEARING .or of construction materials:' Indicates location of joints at I.. 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MITek IndU51i1@S, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. M TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. �• GANG -NAIL � ! Sf Job russ russ type Qtyy PLATES GRIP M20 220/195 Weight: 180 Ib o 1 TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0.0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. R3362905 BOBBEA B10 ROOF TRUSS 1 1 Max Horz 2=-71 (load case 3) I...-- .....1 1 .1. 1IIU. 1 UO —11 41 IV. Iv.Jo cwv rage I i -2-0-0 t 6-34 i 12-0-0 I 17-8-12 124-0-0 zs-o-o Scale = 1:69.9 2-0-0 6-34 5-8-12 5-8-12 6-3-4 2-0-0 6.00 Ix 3x4 3x4 3x4 -, F 5X14 = CONN. OF GABLE STUDS BY OTHERS. 3x4 3x4 3x4 � 3x4 4x9 3x4 3x4 ,z�, 3x4-,- 3x4 4 , 3x4 -�-- 10 3x4-, 4x9 4X0 = 8-2-3 8-2-3 11 3x4 ,z,, 3x4 �3x4 15 3x4 15-9-1: 7-7-11 1U 5x5 - 24-0-0 8-2-3 4X8 -- LOADING LOADING (psf) TCLL 16.0 TCDL 15.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.10 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.22 BC 0.50 WB 0.20 DEFL (in) (loc) I/deft Vert(LL) -0.11 2-21 >999 Vert(TL) -0.19 18-20 >999 Horz(TL) 0.04 18 Na 1st LC LL Min I/dell = 360 PLATES GRIP M20 220/195 Weight: 180 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0.0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G OTHERS .2 X 4 HF Std -G REACTIONS (Ib/size) 2=1034/0-3-8,18=103410-3-8 Max Horz 2=-71 (load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1 -2=27,2 -3= -1481,3 -4= -1481,4 -5= -1481,5 -6=-1481,6-7=-1288,7-8=-1288,8-9=-1288,9-10=-1288,10-11=-1286, 11-12=-1286,12-13=-1286, 13-14=-1286, 14-15=-1481,15-16=-1481,16-17=-1481,17-18=-1481,18-19=27 BOT CHORD 2-21=1330,2D-21=896,18-20=1330 WEBS 6-21=-331, 10-21=468, 1D-20=471,14-20=-338 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanlIne, on an occupancy category I, condition I enclosed building, of dimensions 45 H by 24 fl with exposure C ASCE 7-93 per UBC97/ANSl95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 'and the plate grip increase is 1.33 3) For studs exposed to wind, see MiTek "Standard Gable End Detail" 4) All plates are M20 plates unless otherwise indicated. 5) Gable studs spaced at 14-0 on center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S). Standard , --�i A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOR A 71 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 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. �QpROf ESS/gM \ CL�9ONG 7� NO. C04991 -1a, FXP 9.30- P 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. /e/a+ C2 C3 J5 2. Cut members to bear tightly against each 0 c 0 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 v at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 CA 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 1990 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-Nall 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 ori 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 transferring connections to trusses are the'responsibility of others unless shown.N. BEARING 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 which bearings (supports) occur. MiTek Indust s, Inc. prior approval of a professional engineer. 0 15. Care should be exercised in handling, erection and installation of trusses. i - TM PANEL HYDRO A/R ® ©1993 Mitek• Holdings, Inc. CLIP - QANG-NAIL ® Job russ Truss I ype�Ply_o LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOBBEA i B11 ROOF TRUSS 9 1 R3362906 •.r,. .�,.,�. ,. r.,., ,.v do a w, i o» ,ru , cn muuauica, mv. 1 uc dull c r iv. ru.aa cvuv rage i -2-0-0 I 6-3-4 } 12-0-0 i 17-8-12 24-0-0 26.0.0$cale = 1:58.6 2-0-0 6-3-4 5.8-12 5-8-12 6-3-4 2-0-0 4x4 AnnF_f'f 4 3x4 - 8-2-3 8-2-3 LOADING (psf) TCLL 16.0 TCDL 15.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.10 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.33 BC 0.52 WB 0.19 LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 2=1034/0-3-8,6--1034/0-3-8 Max Horz 2=73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=27, 2-3=-1428, 3-4=-1232, 4-5=-1232, 5-6=-1428, 6-7=27 BOT CHORD 2-9=1268,8-9=867,6-8--1268 r WEBS 3-9=-309,4-9=439,4-8=439,5-8=-309 5x5 = 15-9-13 7-7-11 24-0-0 8-2-3 DEFL (in) (loc) I/deft PLATES GRIP Vert(LL) -0.11 6-8 >999 M20 220/195 Vert(TL) -0.21 8-9 >999 Horz(TL) 0.03 6 n/a 1st LC LL Min Vdefl = 360 Weight: 103 Ib BRACING TOP CHORD Sheathed or 5-0-13 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE' FO 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. O?RpfESSfp/y� tJNC C4 R; NO. C049919 EXP 9-30-00--) June 27,2000 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" /8 Cz 2othemembers to bear tightly against each 0 �0 ZLJ5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices 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 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 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 ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. 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 responsibility of others unless shown!"r BEARING _ 13. Do not overload roof or floor trusses with stacks of construction materials. �� TM 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. 15. Care should be exercised in handling, erection and installation of trusses. �m O TM HYORO-A/R PANEL ©1993 Mitek Holdings, Inc. CLIPr GANG -NAIL Job runs russ ype y o BbBBEA B12 ROOF TRUSS 1 1 R3362907 1--- / IJJJ IYII 1 CA IIIVUJIIICJ, IIIV. 1u -MIL/ 1 V. 1 V.%V LVUV rage 1 i 6-3-4 I 12-0-0 F 17-8-12 + 24-0-0 26-0-0 Scale = 1:56.7 6-3-4 5-8-12 5-8-12 6-3-4 2-0-0 4x4 6.00 rT£ 3 LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1$Btr-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 1=901/0-3-8,5=103410-3-8 Max Horz 1=-118(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1428, 2-3=-1232, 3-4=-1232, 4-5=-1428,.5-6=27 BOT CHORD 1-8=1268,7-8=867,5-7=1268 WEBS 2-8=-309,3-8=439, 3-7=439, 4-7=-309 BRACING TOP CHORD Sheathed or 5-0-13 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 it above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord. live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSl1TPI 1-1995 criteria. LOAD CASE(S) Standard QROFFsstoyq� .)ONG NO, C049919 � j EXP 9-30 CNI � June 27,2000 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE " �Ifc. 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 Ro 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 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. r) 1.5x4 2' 1.5x4 4 v 1 (D C') 1 5 ce) 4I 19 61st 0 o 3x5 - 8 7 3x5 - 3x4 - 5x5 - 8-2-3 15-9-13 24-0-0 8-2-3 7-7-11 8-2-3 Plate Offsets LOADING (pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.33 Vet(LL) -0.11 5-7 >999 M20 220/195 TCDL 15.0 Lumber Increase [Code 1.25 BC 0.52 Vert(TL) -0.21 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 5 n/a .BCDL 7.0 UBC97/ANSI95 1st LC LL Min Udefl = 360 Weight: 100 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1$Btr-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 1=901/0-3-8,5=103410-3-8 Max Horz 1=-118(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1428, 2-3=-1232, 3-4=-1232, 4-5=-1428,.5-6=27 BOT CHORD 1-8=1268,7-8=867,5-7=1268 WEBS 2-8=-309,3-8=439, 3-7=439, 4-7=-309 BRACING TOP CHORD Sheathed or 5-0-13 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 it above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord. live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSl1TPI 1-1995 criteria. LOAD CASE(S) Standard QROFFsstoyq� .)ONG NO, C049919 � j EXP 9-30 CNI � June 27,2000 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE " �Ifc. 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 Ro 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 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 13/4 ` 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• �. - _/8; C2 O3 2. Cut members to bear tightly against each 1� o 0 �. 03. ZbJ other. Placeplates on each face of truss at each joint and embed fully. Avoid knots and wane Ov at joint locations, 'For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8C7 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 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 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 requiredSBCCI 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 ar_e the responsibility of others unless shown..-. . BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. �^^ Ell Indicates location of joints at 14. Do riot cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. ' TM HYDRO A/R 0 PANEL CLIP ©1993 Mitek Holdings, Inc. 4 GANG -NAIL Job runs russ I ype Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual y o 140BBEA B13 ROOF TRUSS 1 1 R3362908 co v Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual t° building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of -component ce) r 41 QPF,�o W1 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -86 Quality Standard, DSB- 6 6-3-4 12-0-0 6-3-4 5-8-12 4x4 1.v-vc.i- , ,�.,.��.�,, ,,,���,,, , IV. .--. LI Iv.I -LV Vv -dju 1 17-8-12 24-0-0 26-0-0 Scale = 1:56.7 5-8-12 6-3-4 2-0-0 6.00 rT£ 3 CONN. OF GABLE STUDS BY OTHERS. 8-2-3 8-2-3 15-9-1: 7-7-11 5x5 = 24-0-0 8-2-3 co i� 0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.33 Vert(LL) -0.11 5-7 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.21 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 5 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 156 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 5-0-13 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G 1: BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G OTHERS 2 X 4 HF Std -G REACTIONS (Ib/size) 1=901/0.3-8, 5=1034/0-3-8 1 Max Harz 1=-118(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1428, 2-3=-1232, 3-4=-1232, 4-5=-1428, 5-6=27 BOT CHORD 1-8--1268,7-8--867,5-7=1268 WEBS 2-8=-309, 3-8=439, 3-7=439, 4-7=-309 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) For studs exposed to wind, see MiTek "Standard Gable End Detail" 4) All plates are M20 plates unless otherwise indicated. 5) Gable studs spaced at 1.4-0 on center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OQROFESSIC) ONC. YG cyc' C4 Zr N0. C049919 EXE 9-3CL�i 212 �--, Y- June 27,2000 r A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEF'QRX01 - �+ • �//+ d\may Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual l� 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 QPF,�o W1 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -86 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. OQROFESSIC) ONC. YG cyc' C4 Zr N0. C049919 EXE 9-3CL�i 212 �--, Y- June 27,2000 r Symbols Numbering System A General Safety'Notes - :PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' 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 �. 0 L. 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 a 4. Unless otherwise noted, location chord splices Ce c, C D plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 191/o 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 r 13. Do not overload roof or floor trusses with stacks of construction materials. M Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO-A/R 0 PANEL T ©1993 Mitek'Holdings, Inc. CLIP GANG-NAIL ® �y Job russ russ typeby 3-6-0} 3-6-0 o 6-8-0 3-2-1 6-t}-6 0-0-6 Plate onsets R3362909 60BBEA CCG ROOF TRUSS 3 1 -2-2-13 2-2-13 3-6-0 3-6-0 -- ...w I I— .... I.. 1.1 uua.1w. . ua umr cr iv.. -4 cwu rayn r 6-8-6 3-2-6 5x5 Scale = 1:26.5 LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 7.X 6 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 4--0/0-3-8,2=301/0-3-15,5--307/0-3-8 Max Horz 2=28(load case 4) Max Uplift 2=-48(load case 4) Max Grav 4=30(load case 3), 2=301 (load case 1), 5=307(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=30,2-3=-0,3-4=0 BOT CHORD 2-5=0 WEBS 4-5=0, 3-5=-0 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 H with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 Ib uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (pIQ Vert: 1-2=-62.0 �R�FESSl0 Trapezoidal Loads (pli) Vert: 2=0.0 -to -5=-150.5 * NO. C049919 EXP 9-30-(x>., r '' June 27,2000 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOR - VJG 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 �� � 9 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual �IhA�.. 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, wl 53719 MiTek Industries, Inc. 3-6-0} 3-6-0 6-8-0 3-2-1 6-t}-6 0-0-6 Plate onsets ,e ge LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl —J PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.31 Vert(LL) -0.04 2- -999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 2-5 >999 BCLL-- 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 5 n/a BCDL 7.0 Code UBC97/ANS195 ' 1st LC LL Min Udefl = 360 Weight: 35 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 7.X 6 DF No.2-G WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 4--0/0-3-8,2=301/0-3-15,5--307/0-3-8 Max Horz 2=28(load case 4) Max Uplift 2=-48(load case 4) Max Grav 4=30(load case 3), 2=301 (load case 1), 5=307(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=30,2-3=-0,3-4=0 BOT CHORD 2-5=0 WEBS 4-5=0, 3-5=-0 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 H with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 Ib uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (pIQ Vert: 1-2=-62.0 �R�FESSl0 Trapezoidal Loads (pli) Vert: 2=0.0 -to -5=-150.5 * NO. C049919 EXP 9-30-(x>., r '' June 27,2000 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOR - VJG 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 �� � 9 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual �IhA�.. 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, wl 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 1/8+ 1/8- C2 C3 J5 2. Cut members to bear tightly against each 0 a "`�z 3 0 L. other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane O " C) at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C, 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 ff. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. M Ell BEARING 13. Do'not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek IncluslTles, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses.* v� ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL BOBBEA ' I CCGO I ROOF TRUSS 1 1 R3362910 M M MI a 3-6-0 3-6-0 r '27 1�T 6-8-6 3-2-6 5x5 3x4 = 3x4 = 3-6-0 1 6-8-0 6-f-6 3-6-0 3-2-1 0-0-6 Scale: 1/2"=1' LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.10 Additional TC 0.03 Vert(LL) -0.04 1-4 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 1-4 >999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 4 n/a BCDL . 7.0 Code UBC97/ANS195 1st LC LL Min I/deft = 360 Weight: 32 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 6 OF No.2-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 OF Std -G REACTIONS (Ib/size) 1=153/0-3-15, 3=0/0-3-8, 4=307/0-3-8 - Max Horz 1=-48(load case 3) Max Grav 3=30(load case 3), 4=307(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-0, 2-3=0 BOT CHORD 1-4=0 WEBS 3-4=0, 2-4=-0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Trapezoidal Loads (plt) Vert: 1=0.04o-4=-150.5 A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOREUS'n �'pA� 'Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is fcr 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. - - 0 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 Ouality 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. �©QRpFESSIp�� �tipONG `G Fti�+ a� A NO. C049919 EXP 9-30.00 �'QTF June 27,2000 • 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 /8� C2 C3% J5 2. Cut members to bear tightly against each 0 . 3 other. 3. Place plates on each face of truss at each r 0 joint and embed fully. Avoid knots and wane O at joint locations. ' For 4 x 2 orientation, locate�, a 4. Unless otherwise noted, location chord splices �, 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 I f construction materials. Indicates location of joints at ` 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. - prior approval of a professional engineer. ® 15.tCare should be exercised999in handling, erection and installation of trusses.,,' TM p HYDRO A/R ® PANCLIPEL ©1993 Mitek Holdings, Inc: f GANG -NAIL ® .f' ,O BOBBEA r D1G ROOF TRUSS M v CO M 'I 0 -2-0-0 2-0-0 3-3-4 3-3-4 1 12 4. - s c 6-0-0 8-8-12 2-8-12 2-8-12 4x4 4 12-0-0 3-3-4 zxo 11 1 UX 1 L = 1Xt5 R3362911 Scale = 1:30.2 Cl) 14 0 REACTIONS (Ib/size) 6--367210-3-8,2=2151/0-3-8 Max Horz 2=95(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=61, 2-3=-3885, 3-4=-4218, 4-5=4211, 5-6=-6696 BOT CHORD 2-9=3447, 8-9=3447, 8-10=5985, 7-10=5985, 7-11=5985, 6-11=5985 WEBS 3-9=-498, 3-8=360, 4-8=3496, 5-8=-2544, 5-7=2156 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. 0-4-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center, 2 X 8 - 2 row(s) at 0-9-0 on center. 2 This truss has been checked for unbalanced loading conditions. 3 This truss has been designed for the wind loads generated by 80 mph winds at 25 n above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads per Table No. 16-13, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 34=-62.0, 4-5=-62.0, 5-6=-62.0,2-9=-14.0, 8-9=-14.0, 8-10=-14.0, 7-10=-14.0, 7-11=-14.0,6-11=-14.0 Concentrated Loads (Ib) Vert: 8=-1200 10=-240011=-1200 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 3-3-4 I 6-0-0 I 8-8-12 I 12-0-0 component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual 3-3-4 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 2-8-12 2-8-12 3-3-4 I-lateunsels(A,Y): �pri S3 ag 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/den PLATES GRIP TCLL ' 16.0 Plates Increase 1.10 TC 0.20 Vert(LL) 0.04 7-8 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.08 7-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Wen = 360 Weight: 144 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 5-3-0 on center purlin spacing. 'BOT CHORD 2 X 8 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-D-0 on center bracing. WEBS 2 X 4 DF Std -G *Except* 4-8 2 X 8 DF No.2-G REACTIONS (Ib/size) 6--367210-3-8,2=2151/0-3-8 Max Horz 2=95(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=61, 2-3=-3885, 3-4=-4218, 4-5=4211, 5-6=-6696 BOT CHORD 2-9=3447, 8-9=3447, 8-10=5985, 7-10=5985, 7-11=5985, 6-11=5985 WEBS 3-9=-498, 3-8=360, 4-8=3496, 5-8=-2544, 5-7=2156 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. 0-4-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center, 2 X 8 - 2 row(s) at 0-9-0 on center. 2 This truss has been checked for unbalanced loading conditions. 3 This truss has been designed for the wind loads generated by 80 mph winds at 25 n above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33 , and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads per Table No. 16-13, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.10 Uniform Loads (plo Vert: 1-2=-62.0, 2-3=-62.0, 34=-62.0, 4-5=-62.0, 5-6=-62.0,2-9=-14.0, 8-9=-14.0, 8-10=-14.0, 7-10=-14.0, 7-11=-14.0,6-11=-14.0 Concentrated Loads (Ib) Vert: 8=-1200 10=-240011=-1200 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE 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 999 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 Ouality Standard, DSB- �pri S3 ag 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. Bottom chords connected with 2 row(s) at �oQIiof ESS1Li Or X10, 0049919 EXIT 9.3n.r%- , June 27,2000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * 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+ C2 2. Cut members to bear tightly against each 0 other. bJ5 of 5 �. 0 3. Placeplates on each face of truss at each joint and embed fully. Avoid knots and wane Ov at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 O plates 1/8" from outside edge of at 1/4 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 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. 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. 15. Care should be exercised in handling, erection ® TM ® a'nd installation of trusses. - ©1993 Mitek Holdings, -Inc.,/ HYORO A/R ��IPEI_ GANG -NAIL ® Job truss type A�� iy Bob !* 15 web 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 R3362912 BOBBEA J1 ROOF TRUSS 2 1 w 0 .2-0-0 1 1-11-11 2-0-0 1-11-11 6:00 rT£ 3 0 1 / / 2x4 = 6-0-0 Scale = 1:16.7 6-0-5 I 1-9-3 1-111-1 8-0-0 1-9-3 0-2-8 6-0-5 LOADING (psf) SPACING 2-0-0 CSI DEFL (in)floc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.20 Vert(LL) -0.03 2- >999 M20 220/195 TCDL 15.0. Lumber Increase 1.25 BC 0.19 Vert(TL) -0.15 2-5 >637 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/def1= 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (lb/size), 2=307/0-3-8,5=55/0-3-8,3=-6/0-3-8 Max Horz 2=94(load case 5) Max Uplift2=-51(load case 5), 3=-6(load case 1) Max Grav 5=60(load case 2), 3=38(ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=54, 2-3=-59,3-4=-6 BOT CHORD 2-6=0, 5-6=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ' 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97: 4) A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 Ib uplift at joint 2 and 6 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ' s WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE S/D9"kf'..f - USE66a lit QJ 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 A�� component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual ��+y+ !* 15 web 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 Ouallty 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. QgOVESS10 "Y ONG; y� FV NO. C049919 ,A CXR 9-3(t"09 June 27,2000 Symbols Numbering System A General Safety Notes - PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -� 13/, * 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 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o" v at joint locations. * For 4 x 2 orientation, locate CL 4. Unless otherwise noted, location chord splices Ce C7 C, 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 1990 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. Indicates location of required I SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 roof or floor trusses with stacks BEARING 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. 15. Care should be exercised in handling, erection ® TM ® PANEL and installation of trusses..' ' ©1993 Mitek Holdings, Inc. HYDRO A/R CLIP Job russ russ ype CSI y o c PLATES GRIP TCLL 16.0 Plates Increase R3362913 BOBBEA J10 ROOF TRUSS 2 1 TCDL M 41, 0 -2-0-0' I 4-1-14 I 8-0-0 19-11-11 Scale = 1:60.6 2-0-0 4-1-14 3-10-2 11-11-11 7 Fnnrrr 8-0-0 12-0-12 16-0-12 8-0-0 4-0-12 4-0-0 Do 0 LOADING (psf) SPACING 2-0-0 CSI DEFL (n) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 _ TC 0.60 Vert(LL) -0.16 2-8 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.30 1-2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 7 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 44 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center puffin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 7=123/0-3-8, 2=446/0-3-8, 8=54/0-3-8; 3=347/0-3-8, 5=248/0-3-8, 6=247/0-3-8 Max Horz 2=402(load case 5) Max Uplifl7=-30(load case 3), 3=-86 load case 3), 5=-61 load case 3), 6=-61 (load case 3) Max Grav 8--131 (load case 2), 3=347(load case 1), 5=248(load case 1), 6=247(load case 1) FORCES (lb) - First Load Case Only ! TOP CHORD 1-2=54,2-3=80,3-4--44,4-5--44,5-6--44.6-7=44 BOT CHORD 2-8=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 7, 86 Ib uplift at joint 3, 61 Ib uplift at joint 5 and 61 Ib uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE S. 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. I QROf ESSIO ONG NO. C049919 EXP 9 -30 -AD j t� - �: rti June 27,2000 s • Symbols Numbering System A General Safety Notes - 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 . �, 3 0 L. other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices CB C, C6 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. 11"o M BEARING 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 which bearings (supports) occur.MIT@k IndU51T1@S, Inc. priorapproval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. . TM HYDRO A/R 0 PANEL CLIP y, ©1993 Mitek Holdings, Inc. GANG -NAIL 8 Job suss suss type y o P LOADING (pso R3362914 BOBBEA I J100 ROOF TRUSS 2 1 Udefl ---�---�-- _ ;-�-_�--�---�-.. � --- ..G..,.,,&.. age 1 4-1-14 i 80-0 i ,..,.._ 19-11-11,.,.,.,,.,,...,.,,...,..,.,, ,... ,Scale =V1r59.9 4-1-14 3-10-2 11-11-11 6 t; nn rTr 2x4 = 7 c0 O LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 6=123/0-3-8, 1=295/0-3-8, 7=54/0-3-8, 2=365/0-3-8, 4=248/0-3-8, 5=247/0-3-8 Max Horz 1=346(load case 3) Max Uplift6=-30(load case 3), 2=-95(load case 3), 4=-61 (load case 3),5=-61 (load case 3) Max Grav 7=131 (load case 2), 2=365(load case 1), 4=248(load case 1), 5=247(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=88,2-3=-44,3-4--44,4-5=44.5-6=44 BOT CHORD 1-7=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 6, 95 Ib uplift at joint 2, 61 Ib uplift at joint 4 and 61 Ib uplift at joint 5. 6) This truss has been designed with ANSIrfPI 1-1995 criteria. LOAD CASE(S) Standard �RogcssiCj C9 ^ W z NO. C049919 .XP q-30 NZ�- CSF ; A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BSP&li1t$v ` r� June 27,2000 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 4orn web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 10— Additional —Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance • Li 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'Onofrlo Drive, Madison, wl 53719 MiTek Industries, Inc. i 6-0-0 i 8-0-0 12-0-12 4-0-12 i 16-0-12 4-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL (in) (loc Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.71 Vert(LL) -0.16 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 1-7 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Well = 360 Weight: 41 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 DF No.1 &Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 6=123/0-3-8, 1=295/0-3-8, 7=54/0-3-8, 2=365/0-3-8, 4=248/0-3-8, 5=247/0-3-8 Max Horz 1=346(load case 3) Max Uplift6=-30(load case 3), 2=-95(load case 3), 4=-61 (load case 3),5=-61 (load case 3) Max Grav 7=131 (load case 2), 2=365(load case 1), 4=248(load case 1), 5=247(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=88,2-3=-44,3-4--44,4-5=44.5-6=44 BOT CHORD 1-7=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 6, 95 Ib uplift at joint 2, 61 Ib uplift at joint 4 and 61 Ib uplift at joint 5. 6) This truss has been designed with ANSIrfPI 1-1995 criteria. LOAD CASE(S) Standard �RogcssiCj C9 ^ W z NO. C049919 .XP q-30 NZ�- CSF ; A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BSP&li1t$v ` r� June 27,2000 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 4orn web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 10— Additional —Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance • Li 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'Onofrlo Drive, Madison, wl 53719 MiTek Industries, Inc. 'Symbols Numbering System - A General Safety Notes _ PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/ ' 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. 1/8• `Z "J5 2. Cut members to bear tightly against each 0 other. 0 �., 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 �y " v at joint locations. ' For 4 x 2 orientation, locate a 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 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. b. 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 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 transferring connections 40" to trusses are the responsibility of others unless shown. TM 13. Do not overload roof or floor trusses with stacks BEARING ��� "A of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur.MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses.,° TM HYDRO A/R 0 PANEL CLIP •:. +'... ©1993 Mitek Holdings, Inc. - GANG-NAILQD Job russ russ I ype QtY PlY o f PLATES GRIP TCLL 16.0 Plates Increase R3362915 BOBBEA J11 ROOF TRUSS 1 1 TCDL .Y,� -�� •� "Av JZ 5 UGI r IMPU rvn l eK maustrles, Inc. l ue uun zr 1u:1b:4b ZUUD Page 1 -2-0-0 8-0-0 21-2-11 Scale: 3/16"=1' 2-0-0 8-0-0 r. nn 13-2-11 r�r 4A-+ - W 8-M 12-0-0 16-M 20-M 8-0-0 4-0-0 4-0-0 4-0-0 LOADING (psf) SPACING 2-0 0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.59 Vert(LL) -0.16 2-9 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.29 1-2 >88 BC 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 8 n/a BCDL . 7.0 Code UBC97/ANSI95 . (Matrix) 1st LC LL Min I/defl = 360 Weight: 46 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center puilin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 8=39/0-3-8, 2=444/0-3-8, 9=54/0-3-8, 3=344/0-3-8, 5=248/0-3-8, 6=248/0-3-8, 7=163/0-3-8 Max Horz 2=423(load case 5) Max Uplift8=-10(load case 3), 3=-86(load case 3), 5=-61 (load case 3), 6-61 (load case 3), 7=-40(load case 3) Max Grav 9=131 (load case 2), 3=344(load case 1), 5=248(load case 1), 6=248(load case 1), 7=163(load case 1) FORCES (Ib - First Load Case Only TOP CHORD 1-2=54,2-3--79,3-4=44,4-5--44.5-6--44,6-7=44,7-8--14 BOT CHORD 2-9=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4A plate rating reduction of 20% has been applied for the green lumber members. 5Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 8, 86 lb uplift at joint 3, 61 Ib uplift at joint 5, 61 Ib uplift at l"oint 6 and 40 Ib uplift at joint 7. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �a �pONG NO. C049911 9 EXP 9-30 00 �`rlaJk CNI � June 27,2000 A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE ��pDesign 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 individual1 web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 4 ¢y i' Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 19�� 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. 'r 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. /8, -► 1/18+ Cz C3 J5 2. Cut members to bear tightly against each 0 other. Place 0 3 0 3. plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 �y " U at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C6 0 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 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 to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 • �� 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 which bearings (supports) occur.MiTek Industries, Inc. 'prior approval of a professional engineer. ® 15. ,Care should be exercised in handling, erection and installation of trusses.,- TM ® PANEL HYDRO A/R ® CLIP @1993 Mitek Holdings, Inc. ' - GANG -NAIL /a7 vS� Job russ Truss I ype Iy CSI Fl1 o r PLATES GRIP TCLL 16.0 Plates Increase R3362916 BOBBEA J110 ROOF TRUSS 1 M20 220/195 TCDL 8-0-0 i 21-2-11 — Scale: 3/16"=1' 8-0-0 13-2-11 7 AnnI- 2x4 = 8 8-0-0 I 12-M { 16-0-0 + 20-0-0 8-0-0 4-0-0 4-M 4-M co M O LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc)) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.70 Vert(LL) -0.16 1-8 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 1-8 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 7 Na BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 43 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Bir-G BOT CHORD 2 X 4 OF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 7=39/0-3-8, 1=293/0-3-8, 8=54/0-3-8, 2=363/0-3-8, 4=248/0-3-8, 5=248/0-3-8, 6=163/0-3-8 Max Horz 1=367(load case 3) Max Uplift 7=-10(load case 3), 2=-95(load case 3), 4=-61 (load case 3), 5=-61 (load case 3), 6=400oad case 3) Max Grav 8--131 (load case 2), 2=363(load case 1), 4=248(load case 1), 5=248(load case 1), 6=163(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=87,2-3=-44, 3-4=44, 4-5=44, 5-6=44, 6-7=14 BOT CHORD 1-8=0 r NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 7, 95 Ib uplift at joint 2, 61 Ib uplift at joint 4, 61 Ib uplift at Point 5 and 40 Ib uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 07 r NG04441-3U 00 f .k'ig n A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORESE)(�yyam gt- Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual /'+f 011 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. • Symbols -Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' 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 . o a C . , 3 0 NJ other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o�� 3 v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices CB C7 C6 O 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 19go 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unlessotherwise 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. ; t M "m'm BEARING 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 which bearings (supports) occur.MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses.` v� ® TM HYDRO A/R PANEL CLIP a ©1993 Mitek Holdings, Inc. r ' GANG -NAIL ® '• Job russ Truss lypeby CSI DEFL o r PLATES GRIP TCLL 16.0 Plates Increase R3362917 BOBBEA J2 ROOF TRUSS 2 1 TCDL 0 v N 4 1 -2-0-0 2-0-0 3-11-11 3-11-11 �...-.,� � ..... . ,.,.,:. ,.n. cn un.uaui , n.. , uc vun c• iv. w.-ry cvvv rayc � 4 8-0-0 Scale = 1:16.7 4-0-5 3-9-3 3-,11-11 8-0-0 3-9-3 0-2-8 4-0-5 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.22 Vert(LL) -0.08 2- >999 M20 220/195 TCDL 15.0 'Lumber Increase 1.25 BC 0.28 Vert(TL) -0.20 2-5 >469 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) list LC LL Min Vdefl = 360 Weight: 20 Ib LUMBER TOP CHORD 2 X 4 DF No.18Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 2=338/0-3-8, 5=54/0-3-8, 3=86/0-3-8 Max Horz 2=128(load case 5) Max Uplifl2=-28(load case 5), 3=-21 (load case 3) Max Grav 5=73(load case 2), 3=86(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=54,2-3=-71,3-4=-6 BOT CHORD 2-6=0, 5-6=0 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 fl with exposure C ASCE 7-93 per UBC97/ANSI95 If end'verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint 2 and 21 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. _ LOAD CASE(S) Standard �cRpf ESSIO! NG �, NC). C0490i 9 EXP 9-30-n A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SID _0..05ORECUSE 1l� Lr, 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 `•�!}}Jn e�'""n 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 the of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance fo 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 1.� 1r DWI' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety- Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW 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. '/8+ cz " J5 2. Cut members to bear tightly against each 0 o 3 0 :N�� ZZ other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p " at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ca C, Q 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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.,,O 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of joints at AMR 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care_ should be exercised in handling, erection ® and installation of trusses..`.'..; ®_ TM HYDRO A/R ® PANEL CLIP 01993 Mitek Holdings, Inc. - GANG -NAIL Job russ Truss I ype ulyy o r I/deft PLATES GRIP TC R3362918 BOBBEA J3 ROOF TRUSS ' 1 2 1: 4 -0.14 2-55 -2-M 5-11-11 8-0-0 Scale = 1:21.7 2-0-0 )-n-s M M1 6 1 5-9-3 5-11�11 8-0-0 5-9-3 0-2-8 2-0-5 00 a LOADING (psi) SPACING 2-0 0 CSI DEFL (in) (loc) I/deft PLATES GRIP TC 16.0 Plates Increase 1.10 TC 0.27 Vert(LL) -0.14 2-55 >651 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.26 2-5 >359 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 23 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 2=386/0-3-8, 5=54/0-3-8,3=162/0-3-8 Max Horz 2=163(load case 5) Max Uplift2=-16(load case 5), 3=-43(load case 3) Max Grav 5=98(load case 2), 3=162(ioad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54.2-3=53,3-4---6 BOT CHORD 2-6=0, 5-6=0 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 Ib uplift at joint 2 and 43 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE S/DR RR-E/UJSEE�(-''� 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 A 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. Ina 1 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. rs'qye NO. C049919 EXP. 9-3-0;00 �qTF June 27,2000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ • 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 - ►/a+ 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 joint and embed fully, Avoid knots and wane 0 " U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 D 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 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 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 ICBG 1591, 1329, 4922 11, Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. ��LEI Tm BEARING 13. Do not,overload roof or floor trusses with stacks of construction materials. Indicates location of joints at Ell 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised'in handling, erection and installation of trusses..., . � 0 TM HYDRO A/R 0 PANCLIP EL . ©1993 Mitek Holdings, Inc. s GANG-NAILQD Job russ russ type y o r R3362919 BOBBEA J35 ROOF TRUSS 1 1 M -2-0-0 2-0-0 6-0-0 6-0-0 8-0-0 2-0-0 4x6,- 3 411 4-1-8 4-1-8 -I .5X4 // 3X4 = 8-0-0 3-10-8 Scale= 1:29.3 LOADING (Psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.32 Vert(LL) -0.01 2-6 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.03 1-2 >875 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/deft = 360 Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.1&Blr-G t BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=426/0-3-8,5=293/0-3-8 Max Horz 2=1880oad case 4) Max Uplift 2=-19(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=27,2-3---183,3-4---0,4-5=-57 BOT CHORD 2-6=162,5-6=127 WEBS 3-6=64, 3-5=-244 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6 Provide mechanical connection (by others)) of truss to bearing plate capable of withstanding 19 Ib uplift at joint 2. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard QapFESSIO� cz � NO. C0499?9 EXP 9-30,10) '�► �� June 27,2000 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORP4,S AAwA 1® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual :E JD°�%"� building component to be installed and loaded vertically. Applicability of design parameters and proper inoorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support 3f individual�✓� k web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.TM' 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-� IIYY / 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 13/, 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+ Cz J5 2. Cut members to bear tightly against each ZC33 0 a �0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O8 0 at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices Cb 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 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,f �^^ BEARING 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 which bearings (supports) occur. MITek Indus as, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses.:.'' TM HYDRO .A/R (8) PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job russ russ I ype y o r TCLL 16.0 Plates Increase 1.10 TC 0.32 R3362920 BOBBEA J350 ROOF TRUSS 1 1 BC 0.11 6-0-0 8-0-0 Scale = 1:26.5 6-0-0 4x6 2-0-0 :4 11` 2x4 = ,1.5x4 // 3x4 = 4-1-8 I 8-0-0 4-1-8 3-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.32 Vert(LL) -0.01 1-55 >999 M20 220/195 TCDL ' 15.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 1-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a BCDL 7.0 Code UBC97/ANS195 , 1st LC LL Min Udell = 360 Weight: 35 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD Rigid ceiling directly applied or -10-0-0 on center bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 1=29i/0-3-8,4--293/0-3-8 Max Horz 1=132(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-183,2-3---0,34=-57 , BOT CHORD 1-5=162,4-5--127 WEBS 2-5=64, 2-4=-244 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 fl above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE S 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 N 0 MITek Industries, Inc. /�pFESSIU�� �OON � YG F�YG\ NO, 0049919 .� EXP 9.30.00 i' June 27,2000 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. C2 C3 J5 2. Cut members to bear tightly against each other. OU O. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane pv at joint locations. For 4 x 2 orientation, locateC8 a 4. Unless otherwise noted, location chord splices C7 C6 O plates 1/8" from outside edge of at 114 panel length (t6" 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 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 :r shown.,,s-r TM �� BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. ti 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. ® 15. Care should be exercised in Handling, erection and installation of trusses. TM PANEL HYDRO A/R 0 0 ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL ® { Job russ russ I ype CSI y o r PLATES GRIP TCLL 16.0 Plates Increase R3362921 BOBBEA , J4 ROOF TRUSS 1 1 s TCDL ,.., .,_ ............... .... . .... .......�,., ,,.. , ..o ..,... �, .,...,..., � �,,,,,, Bayo 7-9-3 7-11-11 7-9-3 0-2-8 Scale = 1:27.5 LOADING (pst) SPACING 2-0-0 CSI DEFL (in)(loc) I/deil PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.58 Vert(LL) -0.16 2- >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 2-5 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdef1= 360 . Weight: 26 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 2=442/0-3-8, 5=54/0-3-8, 3=231/0-3-8 Max Horz 2=198(load case 5) t Max Uplift2=-10(load case 5),3---61 (load case 3) Max Grav 5--131 (load case 2), 3=231 (load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=54,2-3--78,3-4---6 BOT CHORD 2-5=0 BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the. plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of -truss to bearing plate capable of withstanding 10 Ib uplift at joint 2 and 61 Ib uplift at joint 3. 6) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard �O ROFESSfNG n��� *, NO. C049919 EXP 9-30-00-� E *'° WARNING . Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE*'' O' N �� June 27,2000 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 Oual fly 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 T 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" cz c3 J5 2. Cut members to bear tightly against each 0 O L. 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 eXXa 4. Unless otherwise noted, location chord splices Ce c, 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 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 ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 . _ spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR . 870040-N, 930013-N, 910080-N 12, Anchorage and/or load transferring connections to trusses'ar_e the responsibility of others unless shown.- T^ BEARING 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 which bearings (supports) occur.MIT@k IndUStrleS, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in'handling, erection and installation of trusses. TM HYDRO A/R o PANEL M ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL ® ' Job russ truss type Q ply bob R3362922 BOBBEA .P J40 ROOF TRUSS 2 1 qYK , v. - s c t lek Industries, Inc.. ue un age 7-11-11 a4-0 Scale = 1:26.5 .7-11-11 0-0-5 M 'I 6 00 0 LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 1=292/0-3-8,2=238/0-3-8,3--54/0-3-8 Max Horz 1=137(load case 3) Max Uplift2=-61(load case 3) Max Grav 3--131 (load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=87 BOT CHORD 1-3=0 BRACING TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord.dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 Ib uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE MITek Industries, Inc. 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 WW1 /Qupf ESS10/1,,�� ONCa NO. C049919 EXP 9-30-VJ7 ,2000 2x4 - ' 7-11-11 7-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL (n) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1:10 TC 0.69 Vert(LL) -0.16 1-3 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 1-3 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 23 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 1=292/0-3-8,2=238/0-3-8,3--54/0-3-8 Max Horz 1=137(load case 3) Max Uplift2=-61(load case 3) Max Grav 3--131 (load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=87 BOT CHORD 1-3=0 BRACING TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord.dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 Ib uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE MITek Industries, Inc. 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 WW1 /Qupf ESS10/1,,�� ONCa NO. C049919 EXP 9-30-VJ7 ,2000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 s/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 1/8+ 1/8" Cz C3 J5 2. Cut members to bear tightly against each c c other. 3. Place plates on each face of truss at each O 3 O joint and embed fully. Avoid knots and wane O" v at joint locations. For 4 x 2 orientation, locateC8 a 4. Unless otherwise noted, location chord splices C7 �, O 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 19911. 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-N 12. Anchorage and/or load transferring connections to trusses -are'the responsibility of others unless shown.} " 13. Do not overload roof or floor trusses with stacks TM BEARING �'� of construction materials. Indicates location of joints at Affima 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care -should be exercised in handling, erection and installation of trusses., ® TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP - GANG -NAIL Job russ Truss type y o R3362923 BOBBEA J5 ROOF TRUSS 1 1 T -2-0-0 I 4-1-14 2-0-0 4-1-14 15- 1uOgull 41 iv.iv.uccuuu rage r a-0-0 I s-11-11 Scale = 1:32.6 s-1 n-� 1.11.11 a-0-0 a-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (n) (loc)) I/defl PLATES GRIP TCLL 16.0 Plates Increase - 1.10 TC 0.60 Vert(LL) -0.16 2-5 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.30 1-2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. ' BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 4--61/0-3-8,2=446/0-3-8,5=54/0-3-8,3=284/0-3-8 Max Horz 2=228(load case 5) Max Uplift4=-15(load case 3), 3=-68(load case 3) Max Grav 5--131 (load case 2), 3=284(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54,2-3=80,3-4=22 BOT CHORD 2-5=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 4 and 68 Ib uplift at joint 3. 6) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard vpO%ESSIC), ONG � n NO. C049919 EXP 9 �fJ • A \�� June 2 12000 ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE S SORE USE �d[t «"1 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 Genically. Applicability of design parameters and proper incorporation of gQ ® ,.• 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. Symbols Numbering System A General Safety Notes 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. a+ Cz C3 J5 2. Cut members to bear tightly against each 0 Cf 0�. 3 0 Z other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane OU at joint locations. `For 4 x 2 orientation, locateC, a 4. Unless otherwise noted, location chord splices C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS JI 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. 40�1 continuous lateral bracing. WISC/DILHR870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections - to trusses are the responsibility of others unless shown. `- _- At M Lo �a BEARINGof 13. Do not overload roof or floor trusses with stacks construction materials. �... Indicates location of joints at 14. Do not cut or alter truss members or late without p which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. ' TM PANEL HYDRO A/R CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL t BOBBEA ROOF TRUSS 2 11 4-1-14 I 8-0-0 4-1-14 3-10-2 S 9-11-11 1-11-11 3 8-0-0 8-0-0 R3362924 Scale = 1:32.6 LOADING (psf) SPACING 24)-0 CSI DEFL (n) (loc) I/deft PLATES GRIP TCLL, 16.0 Plates Increase 1.10 TC 0.71 Vert(LL) -0.16 1-4 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 14 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) list LC LL Min Udefl = 360 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center puriin spacing. BOT CHORD 2 X 4 OF No.18Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 1=295/0-3-8,3=61/0-3-8,4--54/0-3-8.2=302/0-3-8 Max Horz 1=173(load case 3) - Max Uplifl3=-15(load case 3), 2=-77(load case 3) Max Grav 4--131 (load case 2), 2=302(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=88,2-3--22 BOT CHORD 14=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 fl with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 3 and 77 Ib uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard W � NO, 0049919 EXP 9-30- 0 l). CIVIV � — &, ®WARNING -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE Af,1FUSE 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 y component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual 0p web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.�W Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 4 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. P 12000 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, ' 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. /s+ C2 C3 J5 2. Cut members to bear tightly against each Place 5 �. Z. 3 0 other. 3. plates on each face of truss at each joint and embed fully. Avoid knots and wane CL �y " U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C, C, D plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J 1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19`Yo at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. b. 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 platirig 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. X, BEARINGof 13. Do not overload roof or floor trusses with stacks construction materials, • I I 1ZLN M Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur.MIT@k IndUSh'1@S, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. k TM PANEL HYDRO A/R ® CLIP ©1993 Mitek Holdings, Inc. •^` C ANG -NAIL ® - Job russ�Truss type Qty ly Bob r TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. R3362925 BOBBEA J56 ROOF TRUSS 4 1 Max Grav 5--131 (load case 2), 3=343(load case 1) -- a — I I— i.0 1 cn nwuou�ca, 1116. 1 uc �u11 a iu. io:oa cuuV rage r F -2-0-0 i 8-0-0 i 11-11-4 2-0-0 8-0-0 3-11-4 4 8-0-0 i 11-114 8-0-0 3-11-4 Scale = 1:38.5 LOADING (psf) TCLL 16.0 TCDL 15.0 BCLL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1.10 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.59 BC 0.38 WB 0.00 (Matrix) DEFL (in) (loc) I/deft Vert(l.Q -0.16 2-5 >562 Vert(TL) 0.29 1-2 >88 Horz(TL) -0.00 4 Na 1st LC LL Min I/deft = 360 PLATES GRIP M20 220/195 Weight: 32 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 4--122/0-3-8,2=444/0-3-8,5=54/0-3-8,3--343/0-3-8 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Max Horz 2=261 (load case 5) . Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 Max Uplift4=-30(load case 3), 3=-83(load case 3) Max Grav 5--131 (load case 2), 3=343(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54,2-3--79.3-4=44 BOT CHORD 2-5=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per - UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 4 and 83 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard vgofESSIp�\ ONG F,\ �. NO. coav EXP 9-3f) O(' A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDFP E US ®�p INA Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual X:' . 1' �' 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 �T 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 nr IRS® 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'Onotrio 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+ O2 C3 J5 2. Cut members to bear tightly against each 0 �' a 3 c other. 3. Place plates on each face of truss at each U O 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 C8 C7 C, O plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint,) truss and vertical web. BOTTOM CHORDS if 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. 4010 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= t BEARING _ �^ M-20"d 13. Do not overload roof or floor trusses with stacks of construction materials. 1i not Indicates location of joints at 14. Dc cut or after truss members or late without pr which bearings (supports) occur. MiTek Industries, Inc. prio approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. N� TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL Job russ russ I ype PLATES GRIP y 50b I M20 220/195 Vert(TL) 0.30 1-2 >85 R3362926 BOBBEA A ROOF TRUSS 2 1 Min Well = 360 -2-0-0 4-1-14 2-0-0 4-1-14 6-0-0 i 11-11-11 Scale = 1:38.6 3-10-2 3-11-11 4 8-0-0 8-0-0 LOADING (psi) SPACINGt 2-0-0.. CSI TCLL 16.0 Plates Increase 1.10 TC 0.60 TCDL 15.0 Lumber Increase 1.25 BC 0.38 BCLL 0.0 Rep Stress Incr YES WB 0.00 - BCDL 7.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 4=123/0-3-8,2=446/0-3-8. 5=54/0-3-8, 3=346/0-3-8 Max Horz 2=263(load case 5) ,Max Uplift4=-30(load case 3), 3=-84(load case 3) Max Grav 5=131(load case 2), 3=346(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54.2-3--80,3-4=44 BOT CHORD 2-5=0 DEFL (in) (loc) Udefl PLATES GRIP Vert(LL) -0.16 2-5 >562 M20 220/195 Vert(TL) 0.30 1-2 >85 Horz(TL) -0.00 4 n/a list LC LL Min Well = 360 Weight: 32 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5� Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 4 and 84 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard QROVESSIOA�• �pG G y `` :a NO. C .99 9 Cxl? 9-3C 0� + .- June WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE t � "USE �� P{: t Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual I '� building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of bra 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. Symbols Numbering System A General Safety. Notes LOCATION AND ORIENTATION Failure to Follow Could Cause Property -PLATE 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 0 � �, 3 0 L. other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane O " v at joint locations, For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 C, D 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 im 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 which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R ® PANEL , ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL o russ I russ Type y o r DEFL (in) (loc) I/dell PLATES GRIP TCLL 16.0' Plates Increase 1.10' R3362927 BOBBEA J60 ROOF TRUSS 2 1 Vert(TL) -0.28 1-4 >330 4-1-14 4-1-14 8-0-0 i 11-11-11 Scale = 1:37.7 1-1111-9 a-11-11 4A-+ = 8-0-0 8-0-0 LOADING (psi) SPACING 24)-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 16.0' Plates Increase 1.10' TC 0.71 Vert(LL) -0.16 1-4 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 1-4 >330 BCL- 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rt/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1s11 LC LL Min I/dell = 360 Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 1=295/0-3-8,3--123/0-3-8.4--54/0-3-8,2=364/0-3-8 Max Horz 1=207(load case 3) Max Uplift3=-30(load case 3), 2=-93Qoad case 3) Max Grav 4=131 (load case 2), 2=364(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=88,2-3=44 BOT CHORD 1-4=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 3 and 93 Ib uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard r 1 �OQRofEss Qt�pONG tiY Zm �z �Q NO. C049" A EXP. 9-3U QJ A WARN/NG -Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE � R� S 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 guidancIOU 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 FOIIOW Could Cause Property 13/, ' 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. W 1/8+ C2 C3 J5 2. Cut members to bear tightly against each o other. 3. Place plates on each face of truss at each O a joint and embed fully. Avoid knots and wane y O " U at joint locations. For 4 x 2 orientation, locate 0 4. Unless otherwise noted, location chord splices C8 C7 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior,approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. TM ®' PANEL HYDRO A/R 0 CLIP 01993 Mitek:Holdings, Inc. GANG -NAIL ® Job ruype y o (in) (loc) I/deft PLATES GRIP R3362928ss BOBBEA J7 ROOF TRUSS 2 1 -0.16 VL.R i -;ML LUIVIUCM, W"M r J V y aoaU 1 4.5-32 s Vct r -rays Ivu I elf Inaustries, Inc. I ue Jun z/ 1U:lb:bb zuuu Nage 1 -2.0-0 , 4-1-14 8-0-0 13-11-11 Scale = 1:43.3 2-0-0 . 4-1-14 3-10-2 5-11-11 5 i 8-0-0 I 12-0-12 8-0-0 4-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.60 Vert(LL) -0.16 2-6 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.30 1-2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 Na BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min Udefl = 360 Weight: 35 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0.0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 5--61/0-3-8,2=446/0-3-8,6=54/0-3-8,3--347/0-3-8,4=185/0-3-8 Max Horz 2=298(load case 5) Max Uplift5=-15(load case 3), 3=-85(load case 3), 4=46(load case 3) Max Grav 6=131(load case 2), 3=347(load case 1), 4=185(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54,2-3--80.3-4=44.4-5--22 BOT CHORD 2-6=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 5, 85 Ib uplift at joint 3 and 46 Ib uplift at joint 4. 6) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard 9�xogsSlp., �b0NG f A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE � dR-E USE UC-1AA Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual0 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 B� 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. Symbols Numbering System A General Safety. Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' 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 -► /8+ Cz C3J5 2. Cut members to bear tightly against each 0 o 3 , c other. 3. Place plates on each face of truss at each O 3 O joint and embed fully. Avoid knots and wane O" v 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`Ya 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 ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. 4�e 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 of construction materials. ' Indicates location of joints at yv a 14. Do not cut or.after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. R - ® 15. Care_ should be exercised in handling, erection and installation of trusses, v� TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job cuss russ type CSI DEFL Ebb Well PLATES GRIP TCLL 16.0 Plates Increase R3362929 BOBBEA J70 ROOF TRUSS 2 1 TCDL In ce) II v 0 I-- . — I I... I—I-11,... 111 ,Il— 1u.-1111 Iv. Iv.Ov CVVV rdqu I i 4-1-14 I 8-0-0 I 13-11-11 4.1-14 3-10-2 5-11-11 4 8-0-0 I 12-0-12 8-0-0 4-0-12 Scale = 1:43.6 LOADING (pst) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.71 Vert(LL) -0.16 1-5 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25, BC 0.38 Vert(TL) -0.28 1-5 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 32 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 1=295/D-3-8,4--61/0-3-8. 5=54/0-3-8,2=365/0-3-8,3--185/0-3-8 Max Harz 1=242(load case 3) Max Uplift4=-15(foad case 3), 2=-93(load case 3), 3=46(load case 3) Max Grav 5--131 (load case 2), 2=365(load case 1), 3=185(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=88.2-3--44,,3-4--22 BOT CHORD 1-5=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 4, 93 Ib uplift at joint 2 and 46 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard /O RpFESS/Q� n y 4 NO. C0499i9 ),'04EXP 9-3(O] QUI?? r- �"IREV ] ,V June 27,2000 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE OR.F-;. rll� Design valid for use oAly with MiTek connectors. This design is based only upon parameters shown, and is for an individual Dpi�' building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of PrVcomponent 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. �� Qp 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 Proper/ 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 J5 2. Cut members to bear tightly against each 0 0 0 �. VZP tc other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane �at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C7 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 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. r 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. r S' BEARING 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 which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses, TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inca CLIP GANG -NAIL �• BOBBEA ' I J8 I ROOF TRUSS 12 I 1 I R3362930 -2-0-0 I 4-1-14 i 8-0-0 t 15-11-11 i 2-0-0 4-1-14 3-10-2 7-11-11 6 t; nn FT7- 8-0-0 i 12-0-12 8-0-0 4-0-12 Do 0 Scale = 1:49.1 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Icc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.60 Vert(LL) -0.16 2-7 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.30 1-2 ' >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min l/defl = 360 Weight: 38 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 6=123/0-3-8,2=446/0-3-8.7=54/0-3-8,3--347/0-3-8,5--247/0-3-8 Max Hort 2=332(load case 5) Max Uplift6=-30(load case 3), 3=-85(load case 3),5---61 (load case 3) Max Grav 7=131 (load case 2), 3=347(load case 1), 5=2470oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54, 2-3=80, 34=44, 4-5=44, 5-6=44 BOT CHORD 2-7=0 NOTES / 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load; 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. ff porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 6, 85 lb uplift at joint 3 and 61 Ib uplift at joint 5. 6) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard Q pfESfitr��r ,2�'0©N�' %'�`��IC.\ NO, 0049919 EXR q4Q tT A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BE�GQU —114 �l 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 r 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. Symbols Numbering System A General Safety-Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW 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. cz Q J5 2. Cut members to bear tightly against each 0 c O in Zat other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o �y v joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ce �, C6 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR - 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses arethe responsibility of others unless shown.�f �T "Alii 13. Do not overload roof or,floo� trusses with stacks BEARING ' - of coristruction materials) Indicates location of joints at� w 14. Do not cut or after truss members or plate without which bearings (supports) occur.MiTek Industries, Inc. prior approval of a professional engineer. , , _ ® 15. Care should be exercised°in handling, erection and installation of trusses._'. TM ' PANEL HYDRO A/R o ' . ©1993 Mitek Holdings, Inc. CLIP /+ GANG-NAIL ®� y J. Job runs russ I ype Qty ply o r � PLATES GRIP TCLL 16.0 Plates Increase R336 BOBBEA J80 ROOF TRUSS 2 1 TCDL M �I 0 e - �..... .uc uun I iv.iv.ar cvvu raye i i 4-1-14 i 8-0-0 I 15-11-11 4-1-14 3-10-2 7-11-11 4 8-0-0 12-0-12 8-0-0 4-0-12 Scale: 1/4"=1' LOADING (psf) SPACING 2-0-0 CSI DEFL (n) (loc)) Udeft PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.71 Vert(LL) -0.16 1-5 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.28 1-5 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight: 35 Ib LUMBER I - TOP CHORD 2 X 4 DF No.1&Bir-G BOT CHORD 2 X 4 DF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rinid cailinn directly nnnlipd nr 6-13-0 nn rpntpr hrarinn REACTIONS (Ib/size) 1=295/0-3-8.4--123/0-3-8,5=54/0-3-8,2=365/0-3-8.3--247/0-3-8 Max Horz 1=277(load case 3) Max Uplift4=-30(load case 3), 2=-94(load case 3), 3=-61 load case 3) Max Grav 5--131 (load case 2), 2=365(load case 1), 3=247(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=88,2-3=44.3-4=44 BOT CHORD 1-5=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ib uplift at joint 4, 94 Ib uplift at joint 2 and 61 Ib uplift at joint 3. 6) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard L ` A j NO. C'04951.9 EXP 9-30-00 iI ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFQRE USE -,g p -+�r�'`June 27,2000 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual DI.: ;-�`I building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of f Ety" `. component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual Aftk web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Tin Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance p INl ovsn 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 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. 1/18+ C2 C3 J5 2. Cut members to bear tightly against each 0 X 3 0 :�� other. 3. Place plates on each face of truss at each N, joint and embed fully. Avoid knots and wane o�� " 0 at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices ca - C7 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 191/6 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 floor trusses with stacks of construction materials. Indicates location of joints at: 14. Do not cut or alter truss members or plate withoutwhich bearings (supports) occur. MiTek Indus .s, Inc. prior approval of a professional engineer. 15. Care should be exercised in.handling, erection and installation of trusses. - TM ®' PANEL HYDRO -A/R 0 CLIP ©1993 Mitek Holdings, Inc. ; GANG -NAIL Job russ russ type 8-0-0 y bo J SPACING 2-0-0 CSI DEFL (in) - (loc) Well R3362932 BOBBEA J9 ROOF TRUSS 2 1 M20 220/195 . _ . _. ._ __.-.__ , -.... _-.�� , .. ......... -..� ..... . ,-.-.-, nes, i.c. , uo Jun 2, 1-15.5. 2.0. Paye 1 i -2-0-0 I 4-1-14 8-0-0 1 17-11-11 Scale = 1:54.9 2-0-0 4-1-14 3-10-2 9-11-11 7 Annr�r M 4I o' 00 Ic%) 0 8-0-0 12-0-12 { 16-0-12 8-0-0 4-0-12 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) - (loc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.60 =11(LL) -0.16 2-8 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.30 1-2 >85 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 7 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 41 Ib LUMBER BRACING .TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 7=61/0-3-8, 2=446/0-3-8, 8=54/0-3-8, 3=347/0-3-8, 5=248/0-3-8, 6=185/0-3-8 Max Horz 2=367(load case 5) Max Uplift7=-15(load case 3), 3=-86(load case 3), 5=-61 (load case 3), 6=46(load case 3) Max Grav 8--131 (load case 2), 3=347(load case 1), 5=248(load case 1), 6=185(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54,2-3=80,3-4--44,4-5=44.5-6=44,6-7=22 BOT CHORD 2-8=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 7, 86 Ib uplift at joint 3, 61 Ib uplift at joint 5 and 46 Ib uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �QFCSSIQ�� ONG NO. C049919 EXP 9-3''-v r. cfvl.. P W AWARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE i; Oft -SE 1"�p�� t � � June 27,2000 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual + • l� 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 a 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. Symbols Numbering System A General Safety. Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i 13/, ' 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 J5 2. Cut members to bear tightly against each o other. 0 5 �. 0 ZC7 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 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-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof, or floor trusses with stacks TM BEARING ��� ours of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. N� TM HYDRO A/R a PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQP Job russ russ type CSI y o I 1 -101 PLATES GRIP TCLL 16.0 R3362933 BOBBEA J90 ROOF TRUSS 2 1 >562 •-•• •�--•••�•- , r•,• w•��� , n ���•. �...vLJ VVI I I --I GA IIIUUJ111CJ, u.- 1 - Jul I LI IV. Iu.JO Luuu raga l i 4-1-14 I 8-0-0 I 17-11-11 Scale = 1:54.1 4-1-14 3-10-2 9-11-11 6 Fnnl M 4I 6 2x4 = 7 8-0-0 I 12-0-12 16-0-12 8-M 4-0-12 4-0-0 M >1� 6 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc)Vdefl -101 PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.71 Vert(LL) -0.16 1-7 >562 M20 220/195 TCDL 15.0 Lumber Increase 1.25' BC 0.38 Vert(TL) -0.28 1-7 >330 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 6 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Well = 360 Weight: 38 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Bir-G BOT CHORD .2 X 4 DF No.1&Btr-G BRACING TOP CHORD Sheathed or 6-D-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 6=61/0-3-8, 1=295/0-3-8, 7=54/0-3-8, 2=365/0.3-8, 4=248/0-3-8, 5=185/0-3-8 Max Horz 1=311(load case 3) Max Uplifl6=-15(load case 3), 2=-94(load case 3), 4-61 (load case 3), 5=46(load case 3) Max Grav 7=131 (load case 2), 2=365(load case 1), 4=248(load case 1), 5=185(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=88.2-3=44,3-4--44,4-5=44,5-6--22 BOT CHORD 1-7=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 6, 94 Ib uplift at joint 2, 61 Ib uplift at joint 4 and 46 Ib uplift at joint 5. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ® WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE 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 9byy'.'l� 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 -101 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. }ESS1Q�y� NG I �\ w t" NO, 0049919 EXP 9 -K' -O %A June r.� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/, ' 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" C2 C3 J5 2. Cut members to bear tightly against each 0 �. , 3 other. 3. Place plates on each face of truss at each U O joint and embed fully. Avoid knots and wane o�" at joint locations, For 4 x 2 orientation, locate 4 4. Unless otherwise noted, location chord splices C8 C7 CE 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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.. ,T Indicates location of joints at 14. Do of cut or atter truss members or plate without which bearings (supports) occur. MiTek Inclusl ?s, Inc. prior -approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of.trusses. TM O PANEL - ' ©1993 Mitek Holdings, Inc. HYDRO A/R CLIP GANG -NAIL ® , Job russ Truss I ypeQtyy CSI DEFL o ' • Udefl PLATES GRIP TCLL 16.0 R3362934 BOBBER Sit ROOF TRUSS 2 1 >999 �J -2-0-0 I 1-11-11 2 -p -o Scale = 1:11.6 2-0-0 1-11-11 0-0-5 �i 1 1-10-15 1-11-11 1-10-15 0-0-12 LOADING (psi) SPACING -0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 16.0 Plates Incr !as. 1_10 TC 0.20 Vert(LL) -0.00 2 >999 M20 220/195TCDL 15.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.05 1-2 >520 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 9 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Bir-G BOT -CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 2=265/0-3-8,5--14/0-3-8.3=-2/0-3-8 Max Horz 2=94(load case 5) Max Uplift2=-90(load case 5), 3=-2(load case 1) Max Grav 5=33(load case 2), 3=40(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=54,2-3---59,34--4 BOT CHORD 2-5=0 r BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES ' 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 14.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 Ib uplift at joint 2 and 2 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard QROcESStO • Wi� NOG NO, ;04% EXP 9-3( y -C' r� A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFO E'& '.# w Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual 3 '\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 ��a 1 ► 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. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. /8 C2 C3NO- 2. Cut members to bear tightly against each 17-1 a 0 N other. 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane 0 v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, C6 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 y 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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 roof or floor trusses with stacks BEARING ��� of construction materials. Indicates location of joints at & 14. Do of cut or after truss members or plate without which bearings (supports) occur.MIT@k Industries, Inc. prior approval of a professional engineer. 15. Care_ should be exercised in handling, erection ® and installation of trusses. TM /R 0 PANEL HYORO ACLIP - ©1993 Mitek Holdings, Inca GANG -NAIL Job russ russ ype y o R3362935 BOBBEA SJ2 ROOF TRUSS 2 1 0 v CV 1 -2-0-0 2-0-0 i 3-11-11 Scale = 1:16.7 2-0-0 2-0-0 1-11-11 4 2-0-0 3-10-15 2-0-0 1-10-15 LOADING (psf) SPACING 2-0-0. CSI DEFL (in) (to c� I/deft PLATES GRIP TCLL • 16.0 Plates Increase 1.10 TC 0.20 Vert(LL) -0.00 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.05 1-2 >443 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Well = 360 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. f REACTIONS (Ib/size) 2=289/0-3-8,5--1410-3-8,3--95/0-3-8 Max Horz 2=128(load case 5) Max Upfifl2=-63(load case 5), 3=-22(load case 3) Max Grav 5=33(load case 2), 3=95(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=54,2-3=-68,34=-6 BOT CHORD 2-5=0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the 1 plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at joint 2 and 22 lb uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard —mer AWARNING: Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORENSSE4 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 6 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 Ouallty 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. QROFESSIO owc T� NO. C0�40Q19 EAP 9f3c rI Jun Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13/, * 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. O2 C3 J5 2. Cut members to bear tightly against each o a VX1 3 a other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8 C7 �, 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 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. 40�* 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. BEARINGof 13. Do not overload roof or floor Trusses with stacks construction materials. TM LN Indicates location of joints at L 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Indust -'PS, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R 0 PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Job russ russ type CSI y o (loc) Vdefl PLATES GRIP TCLL 16.0 R3362936 BOBBEA SJ3 ROOF TRUSS 2 1 >999 ..--.- rayei i -2-0-0 I 2-0-0 i 5-11-11 Scale = 1:21.7 2-0-0 2-0-0 1-11-11 1 i 2-0-0 i 5-10-15 2-0-0 3-10-15 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.10 TC 0.29 Vert(LL) -0.00 2 >999 M20 220/195 TCDL 15.0 Lumber Increase 1.25. BC 0.02 Vert(TL) 0.07 1-2 >341 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 15 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr-G BOT CHORD 2 X 4 DF No.1&Btr-G REACTIONS (Ib/size) 2=339/0-3-8, 5=14/0-3-8, 3=169/0-3-8 Max Horz 2=163(load case 5) Max Uplift2=-53(load case 5), 3=-43(load case 3) Max Grav 5=33(load case 2), 3=169(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=54.2-3--55,3-4---6 BOT CHORD 2-5=0 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 14.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 0 by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4 A plate rating reduction of 20% has been applied for the green lumber members. 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 2 and 43 Ib uplift at joint 3. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard AWARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE OJO ESSio ON. Y� F� 10 INo, C0499}� � EXP. 9-30- A ;2000 ,UA 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 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available f•om Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. OJO ESSio ON. Y� F� 10 INo, C0499}� � EXP. 9-30- A ;2000 Symbols Numbering System A General Safety Notes 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. 1/8• C2 C3 J5 2 Cutmembers to bear tightly against each 0 q 0 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane p " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 27 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 199'6 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. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless 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. _ ti TM 13. Do not overload roof or floor trusses with stacks BEARING hommod,b Oak of construction materials. A of Indicates location of joints at 14. Do cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prio . r approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses, , TM p HYDRO A/R 8 PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 9 P School District M1 V C 6 Building De artmeM No. 1 A.P. Number �w V "v 'Jurisdiction: CityCounty Property Owner Property Location/Address Subdivision Lot No. .................................................................................................................i Residential Development Sq. Footage /7615 No 6f Living Mobile Home . Addition/ *Supplemental to (Group R) Units Li Installation Conversion Permit # *(No foundation inspection) .......................................................................................................... ndustrial New n Additior Department Representative dans reweweo oy School uistnct Personnel► Sq. Footage (Including Exterior Roof0d Areas) Date District Identification No. School District certifies that (Applicant) (Street Address) , (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. � ^ 9,0 —a_ by. payment of $ 4 p representing 71w5- square feet., AB 2926 $ FULL MITIGATION $ School Districv.,Representitive t Date by Check # 16 0� _(0_ _.�- Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with ,Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local -Planning Agency that this project'is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-002351 7 Recorded I REC FEE 7.00 OfficialRecordsI CONFORM .00 Cof CONFORM .00 BUTTE CANDACE J. 6RUBBS I Recorder I ROSEMARY DICKSON i Assistant 02:35PM 23 -Jun -2000 IKrISty I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 8, AS SHOWN.ON THAT CERTAIN MAP ENTITLED"LAKERIDGE VILLAGE", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON OCTOBER 28, 1981, IN BOOK 85 OF MAPS, PAGE(S) 112,12,13,14 AND 15. AP NO. 069-580-006 Date is✓ Z3 , Cv State of California County of Butte PROPERTY OWNERS: �"�&"'O__ Robert E. Beever Barbara J. deever On .Time 21, 2000 before me, B.J. Green - Notary Public personally appeared Robert E. Beever and Barbara J. Beever personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ffMal seal a �� �, B.J. GREEN P Signature Seal: y , ~ COMM./ 1169480 A� C ® NOTARY PUBIC -CAI MIMA y COUNTY OF BUTTE vv.w A.P. # 069-580-006 Comm. Expiros Jan. IS, 2002 f PERMIT NO: 20 - 00 Lake Oroville Area Public Utility District 1980 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: May 30, 2000 Applicant: Robert E. Beever Applicant Address: 320 Valley View Drive; Oroville 95966 Applicant Phone No.: 530-534-1323 Property Location (s): 7 Hercules Avenue, Oroville 95966 Lakeridge Village, Lot8 A. P. No. (s): 069-580-006 Fees due: All fees paid ($1525.00) Application for service approved: LAX9 OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT hereinafter referred to as "Applicant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property:_ % l-} L, (� S A.P.#:_ '17 Subdivision: kc� �, �I r �' \� t1 ���►� Lot#; n Block#: Property Annexed ❑ Property Not Annexed ❑ Property Annexation in Progress Kind of Service: Residential Residence of Owner Rental (single family) ❑ Rental (duplex) ❑ Apartment ❑ Industrial No. of E.D.U.'s this permit: Multiplication Factor: 'Monthly Charges:4S Connection Fee:U SC -OR Facility Charger boo U ❑ Commercial Total Amount Payable This Permit: C- . 6 6% ❑ Site plan reviewed ❑ Jobsite reviewed Remarks: The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District from time to time. Signature of Applicant Name of Owner if not Applicant C't�} Mailing Addre s of Applicant `��'cf Mailing Address of Owner Phone # of Applicant: 5-3 4 Phone # of Owner:_ A CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant,shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by District staff. 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final . LAKE OROVILLE AREA P.U.D. inspection. Payment received by: Date:C 00 Receipt # By; f i ALtA-Qd ❑ CASH`kCHECK # ��J Date: q �� "OD $ J�r d, Z�` (�90 Permit M 'Monthly charge payable at the current rate at time of connection. Bob Beever Residence M J3 O 00 00 O J60 J7 J 80 8-0-0 w� (0 LO `- Ir- N N T- r- O 8-0-0 J 90 J80 J70 J50 J40 CO N J1 - J1 N J2 M J2 _ Y J3 LO M Y Q YQ Q _ J4UN = Q M Q = 1 11 INQ J4 J5 J6 ' LOY J7 2Q Q � Y Q Q J8 SA I ef "i J9 Jim J10 in 4rim �r l �j .as - J11 J10 J9 J8 J7 14L6O,_ J6 J56 J56 J350 J56 J35 1 11 A 11 J56 D1G B13 GG �c G0 B12 B11 B11 B11 B11 - B11 B11 B11 B11 B11 B10 qq \i M J3 J50 J60 J7 J 80 J 100 w� � s� J 100 J 90 J80 J70 J50 J40 Boil Beever Residence O 00 00 O 8-0-0 (0 6 N N O �- r- 8-0-0CO J1 � N J1 12 \Icf)CO � J2 J3 = ' Y J3 Y < N Y Q Q _ Q J50 = J60 J4 J5 J6 J7 <!�� Y L=LZL O B11 J7 J80 B11 Q <11 Q Y Q B11 B11 B11 J8 B11 J90 B11 B10 J9 J100 J10 J11 J100 J10 J90 Jg J80 J J70 J7 _ 60 s - J6 J50 J56 J40 J56 J350 J56 J56 D1G B13 O GGG cCGLV17" 0 B12 ' B11 B11 B11 B11 B11 B11 B11 B11 B11 B10 . 1 -1, r vx I/ REVISIONS BY 24 X 30 PRINTED ON NO. 160H CLEARPRINT 9 ALL S)TRUCTUP.r-S AN0 ECIUMU�-IT INCLUDING OVER' N -"S or ALL EAGEmEiurss. SiDE AND A TH "T-10PEf fTY Lh M AND , A. I 3- "AD C F- T LEE L I N tE SHALL a. LEA S"frRUCTIff-i"S AND EQUIPMEW Icr--p-y FOR A FL EAVE'OVERHAMG, CALIF. Dc- 1. Of FOR"" F approvarj as SLI.61-fli-,ted ap,,Oroved vvith con(jitions nrj get. Sic.ria,lwa Data t) ( Scale Drawn,,? Job Sheet Of Sheets i