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2005-513
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050513 Date Issued: Monday, June 12, 2006 This is to certify that work requested to be done as shown by Permit Number P20050513 has been completed. Tax Map Number: 523400-308-008-0002-002-001-0000 Location: N SHERMAN Ave Owner: MARK & DANIELLE SHEERER Applicant: RONALD & MARK SHEERER JR This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of ing&Code En ceme Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050513 Application Number: A20050513 Tax Map No: 523400-308-008-0002-0W-000-0000 a, Permission is hereby granted to: RONALD&MARK SHEERER JR For property located at: 557 SHERMAN Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: RONALD &MARK SHEERER JR 557 SHERMAN Ave Garage-2 Cars Attached Single Family Dwelling $60,000.00 QiJEENSBURY, NY 12804 Total Value $60,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-513 1515 sq ft SINGLE FAMILY DWELLING $239.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 11, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at di o Que bury; ursday,August 11, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size , Door Schedule/Main Entrance 36"Door "Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. 01 Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK ,, 2 EcAM R-1© ►=cT t Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Was Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and.Rise Spiral Not Allowed From 2md Story Smoke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance Hall Width,36"min. andrails More Than One.Riser On Open Sides FSLcir Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. < Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Principal Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. (3100 3 �3 qC 0 Applicant/Builder tcl Owner: J Gtr SLc�rrcr Address: �X<& 7 3h Pr/a k r>e Address: .J6ln SA a-n a s, &-u t?f y. i28Q�f &u��sts6-utl-U�JZr> �12Poy Home Phone: `� -5516 �— Home Phone: `7'y3-1,2 2 °+� Email Address: Email Address: Cell Phone: 7 11 H—30 7 Cell Phone: '7'`/A/- .1y"7 FAX Phone: FAX Phone: Person responsible for supervision ofwork with respect to building and codes compliance: Name: / el �x td 6,e Address: 07 Shy► oak � VIV, , C'c.��z.�sG�T. III i.7 gPhone �`�'3�5 5/6 Location of proposed construction: Lot No.1v��r Legal Address: S `7 ��c�rn:a A-r>cncoz Tax Map Number: Subdivision Name: �1 Estimated Cost of Con 5tio . $� ©e pg Proposed construction is for: IVED ,residential Use _Commercial Use cl Name of Business:�� JUL 8 2005 TOWN OF OLlEENSBURY It proposed construction is an addition, what will use of new addition be? gt 111�,}ING AND 999E New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq.Ft. Square feet Height Ft. b in. Sin i -Family Dwelling Two-Family Dwelling Townhouse OF ;ch Multifamily Dwelling Number of Units: s Office Mercantile Manufacturing Other: Attached Garage 1 2' 3 Type of Heating System: Electric, Oil, Gas, Wood,(Forced Hot Air)Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: �' e Applicant/Builder Signature: The application of ` -N ated is hereby approved and permission granted for the construction, reconstruction or teration f a u In d br accessory structure as set forth above. ,,...- Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit A/�Ilti0r.lc V:12/14/04 f • . HIGHWAY G H,�A,Y Richard A M.Superintendent K9�Y�Perintendent DEPARTMENT Home(518)798-5127 742 Bay Road • Queensbury,NY 12804 Midwel F. Travis DePWY KKgh"Superintendent Office Phone: (518) 761-8241 Fax: (518) 745-4466 (518)798-0413 DRIVEWAY PERMIT RECEly. DATE: /v �. �ao� JUL 0 8 2005 TOWN O'L 0:`' 21"4S3UR e APPLICANT NAME: ' r ��r�r E�►6Li"_ L� OCE TELEPHONE NO.: -/a ? ADDRESS TO BE INSPECTED: S 'j RETURN ADDRESS: 'Cod S114ilj"kn4ex�r Applicant must show enact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. 'Me following action has been taken: STEP l: ( )Preliminary Approval NEED: ( )Slight Swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) { )12" ( )15" ( )IS- ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval O Rejected DATE: Richard A. Missita,Highway Superintendent Application for Permit— Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 ('51 k; '61 8256 1. OWNER INFORMATION: ....................... _ aS 7 'She-rMczh Office Use Location of installation: ,1�Cnsf�c_ /117 )z8Gy z File Permit N0.7bo S Tax Map No. %Z/ Fee Paid ,y Owner's Name: ! la r (c 66-er u- Address: -1560 Stiermsc n „46;y-nur 2. INSTALLER'S NAME PHONE NO. 2E3�� 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate #bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 19±1 - 1991 x 130 gal/bdrm = 9present x 110 gal/bdrm = 4 Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes_ 1 no _L/ 4. PARCEL INFORMATION: (circle applicable information& indicate measurements) Tovography Nature Ground Water Bedrock or Impervious Taterial Domestic Water Su P, Flat sand at what depth at what depth municipa Rolling loam �feet �_feet well Steep slope clay if well; water supply _%slope other from any septic-.system depth: absorption is f i other Percolation Test: (To be completed by licensed professional engineer or arch usect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: /,0 DO gallon (min, size 1,000 gal.) Tile Field: each trench 50 ft. Total System Length: ;L SCE Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System:H,, `/T.aTe - length andlor size -L_eN0' 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: /C� ?0� gallons /TOTAL Capacity: 00 gallons s Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. L Signature of responsible person Date Town of Queensbury Sewers and Sewage Disposal Chapter Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS i tnkAJO �e Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS PQl � �Itif'►1'sCs Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive V c am/pm art: am/pm Date Inspection request received: Inspector's Initials: _ NAME: _ PERMIT#: � LOCATION: a 1�� DATE: Z TYPE OF STRUCTURE: _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake /� 1 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more terior Finish Complete nterior/Exterior Railings 34 in.to 38 in. P 1--Ll< Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" Gypsum jGrade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector _ Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below gradde. Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft,150 s . ft. vents Building No./Address visible from road W Electrical ite Plan /Variance re wired Final Survey Plot Plan N�As Built Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Fortns\Res. Final Inso. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 RECEIVED Date received: 2006 NAM TOWN OF QUEENSBURY E BUILDING AND CODE : yf��-� LOCATION: k�� PERMIT#: �j Final Survey Plot Plan Auvroved Denied The attached final survey has been received by the / Dept.of i / Community ���/// Development. Upon revie surve has een: Craig gown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc YJ ISM O \ O 4) N .p N N O o E c L TV 41 E W � n4 -ter L N oZ0oi 0 w v ow .2: _0 U) J►13N�d� c ca o in W W J 0 IQ�b`W �$6y Nd O U N ■ ■ rn T Q c ai C .� Q N= Co OCc C� } 0 N Q.� .ram W o m 0 � VaYrn az o ''� z [� N t11 0_� • N c :3 to UJ N � � O UJ 00 a N R EO O C IDN =O O N C N O ~ E 7 7 l0 O d y N In M tCCO0. CIA 00 OS J1,— � N ^n to O \ .40) lE c•a -c N �0 O IDoa�icsa°v W 4).R 1 V � O w SR-0 �`,'tbM� QNONN > r Z z W > p 0 ~�\`\ t O am Im to V5 -a C Y ) N tV J � mO N n` mmC _ CN I-LULJ r c m> N (aZ� / Z3 �� `_ • C] �O N y � _ /�J Cry+ �O"•f � I O N^ U 48 u w -- F_eTe,l pa_sod_ads--s--—o -�: j £r a> a E g-ao rZ UITO Z '8 �6J E)Nia-11n9 wnwNw � O ^ � _ �lovel3s�NI �I ne wnwlww � ✓ ! 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WW 0c LO o� w m O 0 W3 OR p g o OC •- C� p a l- a © tL' /1, 1 L IV (: / 4/- - C- ' (c= Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: ;par am/pm Date Inspection request received: Inspecto�'s*itiayt - NAME: JAt?c-,re i PERMIT#: LOCATION: te?- DATE: .m TYPE OF STRUCTURE: Comments Yes o N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors �-00 5�,�L �p^f T P,4"-)=day Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or WallE ,�� T � Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet / p 6 inch clearance to sill plate 1.� D- Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Ll Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area 01 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched -- Garage fireproofing/%hour fire door/door closer Duct work Sealed propelly Gas Los in Sealed604SAVClos!P Final Electrical NJ U(t Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc /- ,S/D/1' Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspe on request received: '-aeu Queensbury Building & Code Enforcement Arrive: am/p �,Pepart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ` NAME: `1 zG'E';'� PERMIT #: LOCATION: INSPECT ON: '?L �- TYPE OF STRUCTURE: Y N NIA Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping. Air/ Head or 15 minutes _ Insulati esidential Check / Commercial Check -At- Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace (, -hi(0 Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: ?am/p% art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: V NAME: PERMIT #: `� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Plti&l Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. pr 10 ft. above highest connection for 15 minutes ;Press a Test W er Supply Piping it/ Head 50 P.S.I for 15 minutes Ln Residential Check / Commercial Check � ���� �c uc� Proper Vent Attic Vent _ Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape �6'-4,16 0 0 ��L COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Re ort Office No. (5 l 8) 761-8256 Date Inspection req st received: 7 0 6 Queensbury Building& Code Enforcement Arrive: �_mpm ep pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT 097-- TYPE OF STRUCTURE: �7 Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. P t/Vents in Place ail Plates inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If r uired unheated spaces Combustion Air Supply for Furnace uct work sealed ro erl /No duct tape COMMENTS: 2�)i5cv�i� L:\SueHemingway\$uilding.Codes.Inspection.FORWRough Plumbing Insulation Report.doc November 17,2003 A ." -t�)Ac,C Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: OL _ Queensbury Building&Code Enforcement Arrive: /- am/pm Depart: aiWpm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ' s NAME: ;e : PERMIT #: &D 5t 3 LOCATI INSPECT ON: C C" TYPE OF STRUCTURE: ' UV Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial PVC,Pex One and Two-Famil r Insulation esidential Check/Commercial Check Pro er Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.tnspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 A Rough Plumbing / Insulation Inspection Report , Office No. (518) 761-8256 Date Inspection request received: k Queensbury Building & Code Enforcement Arrive: //,!,) am/pm Depart: a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , f,. NAME: 5)-/ PERMIT #: LOCATION: � (0 b av - - INSPECT ON: 2 Zk TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent J Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes wh C ,�'q Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes f nsulation Residential Check Commercial Check '' ' °'"`" Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace lr1 cC'},A Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: j am/pm Depart am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: K SAAERRkR PERMIT#: O _ V3 LOCATION: TS-1 ANA INSPECT ON: TYPE OF STRUCTUR : Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Walipour Reinforcement in Place ^ Foundation Dampproofing _ Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. I.ASueHemingway\Building.Codes.Inspection.FORti SToundation Inspection Report.doc January 28,2003 t Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1 f�,p�pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: � PERMIT#: 0 S LOCATION: c"'N' INSPECT ON: TYPE OF STRUCTURE: c Y N N/A COM NTS arcing WAIICACCE,7)� Attic Access 22"x 30"minimum C��1 ml%-_S-� Jack Studs 1 Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams T Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour r �; Firestopping � �ZS Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report _ Office No. (518) 761-8256 Date Ins tion request received: Queensbury Building&Code Enforcement Arrivf. ' am/pm Depart: a°'4 4'+ am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: '( v� PERMIT#: — LOCATION: n j^ INSPECT ON: TYPE OF STRUCTURE: Y N NIA Framing COMMENTS I Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly i 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping ! �Li 'i,`- 7Z.. Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation 1 House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 1 20 in. (W) i 5.7 sf above/below grade 5.0 sf grade Framing/ Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart. "`am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: �T� NAME: r PERMIT#: LOCATION: r <" : Y n�C' - INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ming Attic Access 22"x 30"minimum C �a Jack Studs/Headers f Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. fr'� Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls 17� Metal Strapping for Notches Top Plate I '/z(w) 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft.floor trusses j Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart: _am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: PERMIT#: GL-3 LOCATION: INSPECT ON: — — � TYPE OF STRUCTURE: r Y N; N/A rang COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams -- Exterior sheeting nailed properly " Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. � — Notches/Holes/Bearing Walls KS Metal Strapping for Notches Top Plate 1 %z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq_ ft. floor trusses - N�J—Qt� _ T'U Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall —V Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report / l Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvil Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: � �- pin NAME: \ e �� _ PERMIT#: LOCATION: _ 5 ,p�,����. ; INSPECT ON: TYPE OF STRUCTURE: 3 c� 7 Comments -_---------�, Y N N/A Footings _Piers Monolithic Monolithic Slab —! Reinforcement in Place — The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. r his purpose on site. Fou at n% a our Reinforce nt -n Place _ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing� Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil p ly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway',Building.Codes.InspectionTORMSToundation Inspection Report.doe January 28.2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re st cei ed: 3 I C) Queensbury Building &Code Enforcement Arrive: p Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi 1 NAME: � PE'� IT#. LOCATION: � �_ ,�-�„`� -e_� INSPECT ON: _ 0 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers onolithic Slab Reinforcement in Place - > The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plu ing Under Slab C st/Copper oundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. c L:\SueHemingwaylBuilding.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 11 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:�'n AiT- am/pr>�' 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: � f� PERMIT#: LOCATION: � INSPECT ON: � j TYPE OF STRUCTURE: l omme is Y _ N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inche bove footing 6 of for wet areas under slab fill Approval — i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Repoit.doc January 28,2003 � tv Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requesi received: Queensbury Building&Code Enforcement Arrive: a7/ /, Depart: 7—�s 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials.NAME: � �`' � PERMIT#: n5-1 . LOCATION: _ 5,5�—�jkL I1��1 ri1 J - INSPECT ON: _ l TYPE OF STRUCTURE: Comments N N/A Footings Piers Monolithic Slab Reinforcement in Place / The contractor is respasibleqtr providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L ASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ � epart in: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. , J NAME: PERMIT NO.: LOCATION: � �,,/� G, INSPECT ON: 1 D RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay2 e i�t<L�L Type of Water: Municipal/Well Water Waterline separation distance ft, �A'iL r=7 � Well separation distance ft. Other wells: ft Absorption Field: Total length ft. Length of each trench ft. D th of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank Foundation to absorption �ft. Separation of Pits ft. Conforms as per Plot Plan Y N En ineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ De art: - am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ° NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: / Comments and/or diagram Soil Type: an / lay Type of Wa r: unic' /Well Water Waterline separation distance ft. Well separation distance ft. � �- Other wells: ft. l./ IA.)Sc'•4L� /4 N(L Absorption Field: Total length 2 ft. Length of each trench ft. ruL&�e `7 Depth of trenches ft 3 �Ni l a� IAJ i E> Size of Stone See a e its: Number Size: x Stone Size: Piping Si e Type Building to tank Tank to Distribution Box S 2 Distribution Box to Field/Pit s Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of S tem on Property: Front Rea Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 MiTek° MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Re: 05H03798-b Telephone 314/434-1200 Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by P&R Hudson. Pages or sheets covered by this seal: I9166232 thru I9166268 My license renewal date for the state of New York is June 30,2005. OF NEW Y ,`P S REDS O * cs 4 a -� r Cr W tP�Cp ti0 F October 6,2005 Redwanly,Gaby 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-2002 Chapter 2. Job Truss Truss Type Qty Ply 19166232 05HO3798-B H01 HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:44 2005 Page 1 -1-4-0 6-0-13 11-7-3 + 14-4-13 10-11-3 26-M 27.4-0 1-4-0 6.0-13 5.6.6 2-9-10 5-6-6 6.0-13 1-4-0 Scale=1:48.9 6x8= 4x6= 4 5 I6.00 12 3x4 3x6-- 3 6 v u� 2 7 co � a71W 8 Iy d o 5x6 5x6= 13 12 11 10 9 1.5x4 II 3x4= 3x8= 3x4= 4x4 6-0-13 11-7-3 14-4-13 23.9-4 24r0-0 2"-0 6.0-13 5-6-6 2-9-10 9.4-7 0.2-12 2.0.0 Plate Offsets X,Y: 2:0-1-10,Ed e, 4:0-4-2,Ed e,[7:0-1-5,Edgel LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.78 Vert(LL) -0.11 9-11 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.66 Vert(TL) -0.27 9-11 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horz(rL) 0.06 9 n/a n/a BCLL 0.0 Code IBC2003rrP12002 (Matrix) Wind(LL) 0.09 9-11 >999 240 Weight:108lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purins,except BOT CHORD 2 X 4 SPF Ni 2-M oc purlins(4-10-3 max.):4-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-0-0 oc bracing:7-9. WEBS 1 Row at midpt 6-9 with 2 X 4 SPF Stud with 2-12d Common(.1 48"x3.25")nails and cross brace spacing of 12-M oc. REACTIONS (Ib/size) 2=1286/05-8,9=1500/0-5-8 Max Harz 2---4(load case 5) Max Uplift2=-177(load case 7),9=-198(load case 8) Max Grav 2=1 579(load case 2),9=1766(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-2389/231,3-4=-1556/179,4-5=-1132/165,5-6=-1378/174,6-7=-99/910,7-8=0/89 BOT CHORD 2-13=-176/1977,12-13=-176/1977,11-12=-78/1247,10-11=-102/1258,9-10=-102/1258,7-9=-666/128 WEBS 3-13=-24/173,3-12=-827/110,4-12=-61/435,4-11=-419/261,5-11=51/381,6-11=-210/201,6-9=-2430/242 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. of: NE 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs '� 5 REC) ©,�, non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. CO 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1k C? 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 198 Ib uplift at joint uj 9. to LU 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2 2 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. {7 08Q�O. 2�2 �? LOAD CASE(S)Standard A�OO-08o NPR October 6 2005 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1 MiTek-, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 14 *Center plate on joint unless x,y Failure to Follow Could Cause Property 3/ Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack —� C1-2 materials on inadequately braced trusses. C2-3 WEBS c34 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � �, � � T 0 other interested parties. plates 0- /16'from outside 4 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7-e csa ce-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8, Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section Of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design, if indicated. ICBO 4922,5243,5363,3907 13, Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. Z�su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior 9FI IF reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, �'�►� Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. R Job Truss Truss Type Qty Ply 19166233 05HO3798-B H02 HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:45 2005 Page 1 -1-4-0 54-13 10-3-3 15.8-13 20-7-3 26-M ,274-0 r 1-4-0 54-13 4-10-6 5-5-10 4-10-6 5-4-13 14-0 Scale:1/4"=1' 6x8= 4x8= 4 5 6.00 12 3x4 3x6 14 15 3 6 2 7 O1 8 (o 5x6= 5x6= 13 12 11 10 9 1.5x4 II 3x4= 3x4= 3x8= 4x4 5-4-13 1033 15.8-13 23-9-4 24rq 0-0 54-13 4-10.6 5-5-10 8-0-7 0.2-12 2-0-0 Plate Offsets X Y: [2:0-1-10,Edge],[4:0-4-2,Edget[5:04-0,0-1-15],[7:0-1-10,EdgeI LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.61 Vert(LL) -0.11 12-13 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.64 Vert(fL) -0.16 12-13 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 9 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Wind(LL) 0.06 9-10 >999 240 Weight:104lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,except BOT CHORD 2 X 4 SPF No.2 2-M oc pudins(4-6-1 max.):4-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-M oc bracing:7-9. REACTIONS (lb/size) 2=1285/0-5-8,9=1501/0-5-8 Max Horz2=-30(load case 5) Max Uplift2=-177(load case 7),9=-199(load case 8) Max Grav2=1633(load case 2),9=1832(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-2526/234,3-14=-1852/177,4-14=-1621/192,4-5=-1287/167,5-15=-1340/176,6-15=-1557/160,6-7=-108/915 ,7.8=0/89 BOT CHORD 2-13=-181/2105,12-13=-181/2105,11-12=-115/1545,10-11=-115/1545,9-10=-98/1236,7-9=-691/134 WEBS 3-13=-19/140,3-12=-034/93,4-12=-62/383,4-10=433/153,5-10=-48/218,6-10=-40/350,6-9=-2507/250 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and fight exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. r �� 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q S,REpIY � 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. .� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 199 lb uplift at joint 9. t? 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. t"- 10)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 1.0 LU LOAD CASE(S)Standard �0-0802�2 ti R°FESS04 October 6 2005 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack cl-z cz-3 materials on inadequately braced trusses. WEBS ca,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �,� 3 ��� 3 other interested parties, O plates 0- /ie"from Outside v 4. Cut members to bear tightly against each other. edge of truss. o 5. Place plates on each face of truss at each joint and c7-e c6-7 ca-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190/.at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. y y BOCA 96-31,95-43,96-20-l,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITe k® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, �TJ Installing &Bracing of Metal Plate 2004 Mitek® Connected Wood Trusses. R Job Truss Truss Type Qty Ply 19166234 05H03798-B H02GR HIP 1 2 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:45 2005 Page 1 L1-4-0 4-9-2 10-4-13 15-10-13 21-3-0 23-6-8 i 1-4-0 4-9-2 5-7-11 5-5-15 5-4-3 2-3.8 Scale=1:43.0 6x16 MT18H= 6x16 MT18H= 1.5x4 11 3x4= 3x4= 6.00 12 3 16 5 7 Sx5 8 4x6 2 9 1i j 9 1 N 15 18 14 13 12 11 10 9 3x8 II 3x8= 4x10= 5x6= 5x6= 4x6= 2x5 II 4-9.2 10-4-13 15-10-13 21-3-0 23.E-8 4-9.2 5-7-11 5.5-15 54-3 2-" Plate Offsets X,Y: 2:0-2-15,0-2-0, 14:0-3-8,0-1-8 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.79 Vert(LL) -0.23 11-13 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.31 Vert(rL) -0.31 11-13 >896 240 MT18H 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.03 9 n/a n/a BCLL 0.0 Code IBC2003ITP12002 (Matrix) Wind(LL) 0.07 11-13 >999 240 Weight 256lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except BOT CHORD 2 X 6 SYP 240OF 2.0E end verticals,and 2-0-0 oc purlins(4-0-2 max.):3-7. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 64)-0 oc bracing:14-15. REACTIONS (Ib/size) 15=3066/05-8,9=2904/Mechanical Max Horz 15=58(load case 6) Max Upliftl5=-435(load case 6),9=441(load case 5) Max Grav 15=4181(load rase 2),9=3918(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-5595/631,3-16=-7474/875,4-16=-7481/875,45=-7476/874,5-6=-7476/874,6-17=-6636/780, 7-17=-6631/781,7-8=-2995/355,2-15=-3678/374,8-9=3809/431 BOT CHORD 15-18=-135/774,14-18=-135/774,13-14=590/4941,12-13=-788/6631,11-12=-788/6631,10-11=-313/2627,9-10=-15/62 WEBS 3-14=-82/485,3-13=360/3049,4-13=-798/85,6-13=-115/972,6-11=-1 238/136,7-11=552/4706,7-1 0=-1 537/171, 2-14=-479/4229,8-10=-423/3638 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. flF NEF 3)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. S.RE 0,9 4)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 CO ^� 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. n W 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LU 9)All plates are MT20 plates unless otherwise indicated. N 10)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 0 0`L 11)Refer to girder(s)for truss to truss connections. �A 0.080 Qj 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 15 and 441 lb uplift at RQFES SyONp.�' 9. 13)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek'5,Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. ' 6-4-8 � dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. II Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-z cz-s materials on inadequately braced trusses. WEBS ca4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � �, 3 �,�� 3 Ir other interested parties. O plates 0- /1e"from outside �a6 U 4. Cut members to bear tightly against each other. edge of truss. O a 5. Place plates on each face of truss at each joint and c7-e c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate 2004 MiteV Connected Wood Trusses. R Job Truss Truss Type Qty Ply 05H03798-B H02GR HIP 1 2 Job Reference o tional 19166234 Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:45 2005 Page 2 NOTES 14)Design assumes 4x2(Flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d mails. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 59 lb up at 2-1-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-85,2-3=-85,3-7=-85,7-8=-85,15-18=-13,9-18=-163(F=-150) Concentrated Loads(lb) Vert:18=-367(F) WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek° Safety information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/q *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSII. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. WEBS c3.4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O cr other interested parties. For 4 x 2 orientation,locate v � � ,��� 3 � plates 0- 1/16"from outside ,1a6 4. Cut members to bear tightly against each other. edge of truss. � ° v a 5. Place plates on each face of truss at each joint and c�-e cs-� cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. 6. thesign assumes environment insses accorldbe suitably with ANSI%PIItected from 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior 17 reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek° DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply �05H03798-B H03 HIP 1 1 1916623 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:46 2005 Page 1 1-4-0 441-13 8-11-3 13-0-0 17-0-13 21.3-3 26-0-0 27-4.0 1.4-0 441-13 4-2-6 4.0-13 4-0-13 4-2-6 448-13 14-0 Scale:1/4'=1' 46= 3x4= 4x5= 4 5<1 5 6 6.00 F12 1.5x4 14 15 3x6 3 7 c2 r; 4 2 g 01 9 �o 3x6 5x6= 13 12 11 10 3x8= 3x4= 3x8= 4x4-\ 8-11-3 17-0-13 23-9-4 24rQ 0 26.0-0 B-11-3 8-1-10 6-8-7 0-2-12 2.0-0 Plate Offsets X Y: 2:0-1-10,Ed e, 8:0-2-10,0-1-8 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.53 Vert(LL) -0.12 11-13 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.63 Vert(TL) -0.23 11-13 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.07 10 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.08 2-13 >999 240 Weight:102lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc puriins,except BOT CHORD 2 X 4 SPF No.2 2-0-0 oc puriins(4-2-6 max.):4-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-10. REACTIONS (lb/size) 2=1284/0-",10=150210-5-8 Max Horz2=-30(load case 8) Max Upiift2=-177(load case 7),10=-199(load case 8) Max Grav2--1678(load case 2),10=1890(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,23=-2633/231,3-14=-2124/194,4-14=-2009/207,4-5=-1801/192,5-6=-1414/168,6-15=-1573/181, 7-15=-1690/167,7-8=-116/916,8-9=0/89 BOT CHORD 2-13=-185/2217,12-13=-161/1837,11-12=-161/1837,10-11=-94/1161,8-10=-706/139 WEBS 3-13=-466/69,4-13=-03/412,5-13=-422/48,5-11=-723/72,6-11=50/395,7-11=-54/461,7-10=-2543/254 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. a� NE j• 5)Provide adequate drainage to prevent water ponding. •V 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. REp 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. �Y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 199 lb uplift at joint Q 10. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 0 UJ fi LOAD CASE(S)Standard 010 �Yo {3$p2©2 ESS11 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 N I fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSI1. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-z cz-a materials on inadequately braced trusses. o WEBS c�� 4 3. Provide copies of this truss design to the building Ir designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, 3 ��� 3 Cc other interested parties. 001) plates 0- 1/16"from outside yaa6 1: 4. Cut members to bear tightly against each other. edge of truss. � " � 5. Place plates on each face of truss at each joint and ce-7 cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITe k® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate 1 ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 1916623 05HO3798-B H04 HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:46 2005 Page 1 -1-4-0 5-11-7 11-7-6 14.4-12 18-10-6 23-6-8 i 1-4-0 5-11-7 5-7-15 2-9.6 45-10 4-8-2 6x8= Scale=1:47.0 4x5= 4 5 6.00 F12 14 3x4 3x4% g 3 4x4 11 0 7 5x6 2 q �1 N 13 12 11 10 9 8 2x5 II 3x8= 3x4= 3x8= 3x4= 4x5= r 5-11-7 11-7-6 14.4-12 23.E-8 5-11-7 5-7-15 2-9.6 9-1-12 Plate Offsets X,Y: 2:0-3-0,0-1-12, 4:0-4-2,Ed e, 12:0-3-8,0-1-8 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udeft L/d PLATES GRIP TCLL 53•9 Plates Increase 1.15 TC 0.60 Vert(LL) -0.08 8-10 >999 360 MT20 1971144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.40 Vert(rL) -0.21 8-10 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.04 8 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.07 8-10 >999 240 Weight:116lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc pudins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-M oc pudins(5-4-1 max.):4-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing, Except: 6-0-0 oc bracing:12-13. REACTIONS (Ib/size) 13=127510-5-8,8=1 141/Mechanical Max Horz 13=82(load case 6) Max Upliftl3=-171(load case 7),8=-140(load case 8) Max Grav 13=1560(load case 2),8=1258(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-1855/189,3-4=-1350/167,4-5=-958/158,5-14=-1069/168,6-14=-1160/153,6-7=-243/69,2-13=-1511/162, 7-8=-312/55 BOT CHORD 12-13=-98/267,11-12=-146/1519,10-11=-100/1064,9-10=-78/985,8-9=-78/985 WEBS 3-12=-157/83,3-11=-549/87,4-11=-59/359,4-10=450/216,5-10=51/312,6-10=-103/274,2-12=-87/1271,6-8=-1238/99 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. �OV- NE 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RED (� 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 13 and 140 lb uplift at join * C7� •Z it 8. a 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. W 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. W LOAD CASE(S) Standard ttj 0.0801> gOFES sk October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the W1 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek° Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/a *Center plate on joint unless x,y Failure to Follow Could Cause Property Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat or X-bracing,is always required.See BCSI1. l)-'/16 . 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS ca,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate Oz � i, 3 �,�'I 3 (r other interested parties. U plates 0- /1e"from outside ao Sb6 4. Cut members to bear tightly against each other. edge of truss. 0 5. Place plates on each face of truss at each joint and c7-8 cs- C- 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI l. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate • ©2004 Miteke Connected Wood Trusses. Job Truss Truss Type Qty Ply 19166237 05H03798-B H04GR MONO HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:47 2005 Page 1 -1-0-0 3-6-13 6-3-3 7-7-3 1-4-0 3.6-13 248-6 1-4-0 5x5= Scale=1:22.4 1.5x4 11 4 5 6 o0 Fiff 1.Sx4 Ll 8 q� 2 ci 1 7 4x4= 6 3x4 4x4= 3.6-13 7-7-3 3.6-13 4-0.6 Plate Offsets X,Y: 4:0-2-8,0-2-4 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.52 Vert(LL) -0.03 6-7 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.15 Vert(TL) -0.04 6-7 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.28 HOrz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2003/fP12002 (Matrix) Wind(LL) 0.01 6-7 >999 240 Weight:41 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, except BOT CHORD 2 X 6 SYP 240OF 2.0E end verticals,and 2-0-0 oc purlins:45. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s):5 REACTIONS (Ib/size) 6=661/Mechanical,2=695/05-8 Max Harz 2=72(load case 6) Max Uplift6=-101(load case 6),2=-64(load case 9) Max Grav6=784(load case 2),2=946(load case 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/102,2-8=-1189/80,3-8=-1085/90,3-4=-1162/100,45=-13/17,5-6=-72/8 BOT CHORD 2-7=-120/962,6-7=-07/204 WEBS 4-7=-126/1154,4-6=570/68,3-7=-051/47 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. a: NE(I� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. S-RED yy 0 8)Refer to girders)for truss to truss connections. y 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 6 and 64 lb uplift at joint 2. CO 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)273 lb down and 32 lb up at 3-7-15 tU on bottom chord. The design/selection of such connection device(s)is the responsibility of others. n ttf 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). M. 2 (P. LOAD CASE(S)Standard Q 44o.080292 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 \. �QPES S1 of Continued on page 2 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek° Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 _ dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. �— Apply plates to both sides of truss l. Additional stability bracing for truss system,e,g.diagonal and securely seat. or X bracing,is always required.See BCSI 1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-a materials on inadequately braced trusses, WEBS ca 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, 3 �,�� 3 0 other interested parties, plates 0- / e"from Outside iL 4. Cut members to bear tightly against each other. edge of truss. o ° 5, Place plates on each face of truss at each joint and c7-8 c6-7 ce-s embed fully Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector laces, b. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPI l. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16, Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. 4 ` Job Truss Truss Type Oty ply 19166237 05H03798-B H04GR MONO HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12 334 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:47 2005 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-4=-85,4-5=-85,2-7=-13,6-7=-93(F=-80) Concentrated Loads(lb) Vert:7=-200(F) I A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1 MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack �{ c,-2 cz-s materials on inadequately braced trusses. WEBS �3.4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate = � �, 3 �31 3 ¢ other interested parties. plates 0- '/16"from outside o Sb6 4. Cut members to bear tightly against each other, edge of truss. 0 5. Place plates on each face of truss at each joint and c7-8 c6-7 ce-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 7 6 5 connector plates. 6 the Deslenvironment in accorgn assumes trusses d b e suitably protected from with ANSI/TPl 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeka DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ® ©2004 Miteke Connected Wood Trusses. P���a Job Truss Truss Type Qty pry 05H03798-B H05GR 19166238 MONO HIP 1 1 Job Reference o tional Universal Forest Products,Hudson,NY,12534 5x5= 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:47 2005 Page 1 1-4-0 2-1-2 1.5x4 11 1-4-0 2-1-2 2 Scale=1:12.5 6.00 12 1.5x4 II 2 1 5 4x4- 4-0-2 4x4- 4-9-2 Plate Offsets X Y: 3:0-2-8,0-2-4 LOADING(psf) SPACING 1-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.47 Verl -0.01 5-6 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.10 Vert(TL) -0.02 5-6 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Wind(LL) 0.01 5-6 >999 240 Weight:27lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc puriins, except BOT CHORD 2 X 6 SYP 240OF 2.0E end verticals,and 24)-0 oc pudins:3-4. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):4 REACTIONS (lb/size) 5=289/Mechanical,6=456/0-5-8 Max Horz6=46(load case 6) Max Uplift5=55(load case 6),6=-43(load case 9) Max Grav5=373(load case 3),6=555(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-84/37,3-4=-8/10,45=-153/16,2-6=-365/47 BOT CHORD 55=33/90 WEBS 35=-113/42,3.6=427/47 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS automatic zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. � �'w, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. +V 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. RED (� 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 5 and 43 lb uplift at joint 6. 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. * C? 11)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-10d nails. r Cr 12)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). UJ LU LOAD CASE(S)Standard m 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 N C? Uniform Loads(plf) �Q 0.080 lG� Vert:1-2=-85,23=-85,3-4=-85,5-0=-53(F=40) 110 Fessil, *1 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSII I. and securely seat. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS bC5 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � �3� other interested parties. plates 0- /16"from outside n- 4. Cut members to bear tightly against each other, edge of truss, o a 5. Place plates on each face of truss at each joint and c7-8 GE embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design, if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14, Connections not shown are the responsibility of others. (Supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. a Job Truss Truss Type Oty PIY 19166239 05HO3798-B H06 HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:47 2005 Page 1 -1-4-0 4-7-1 8-10-10 13-0-1 1 17-1-8 23-6-8 1-4-0 4-7-1 4-3-9 4-1-7 4-1-7 6-5-0 Scale=1:44.0 4x6= 3x4= 4x8= 4 5 6 14 6.0012 3x8 13 7x14 MT18H--3 7 3x4 II 2 N �1 N 12 11 10 9 8 3x6- 3x8= 3x4= 3x10= 3x4 II 8-10-10 17-1-8 23.6-8 8-10-10 8-2-14 6-5-0 Plate Offsets MY): 6: 5], :Ed ,0-1-12 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.92 Vert(LL) -0.08 9-11 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.19 9-11 >999 240 MT18H 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(rL) 0.05 8 1 n/a BCLL 0.0 Code IBC2003lTP12002 (Matrix) Wind(LL) 0.07 9-11 >999 240 Weight 106lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-105 oc purins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-3-4 max.):4-6. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 12=1275/0-5-8,8=1 141/Mechanical Max Horz 12=73(load case 6) Max Upliftl2=-172(load case 7),8=-140(load case 8) Max Grav12=1657(load case 2),8=1385(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,23=-336/84,3-13=-1768/171,4-13=-1654/185,4-5=-1487/173,5-6=-1202/165,6-14=-1165/163,7-14=-1499/161 ,2-12=-551/94,7-8=-1339/131 BOT CHORD 11-12=-172/1605,10-11=-167/1498,9-10=-167/1498,8-9=-16/186 WEBS 3-11=-145/214,4-11=-50/274,5-11=366/41,5-9=-696/73,6-9=-70/257,3-12=-1760/108,7-9=-119/1108 NOTES 1)Wind:ASCE 7-02;90mph;h=25it;TCDL=6.Opst,,BCDL=6.Opsf,Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. f N� o r r, 5)Provide adequate drainage to prevent water ponding. +Y 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. er 9)Refer to girder(s)for truss to truss connections. * L 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 12 and 140 lb uplift at r- joint 8. n 11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S)Standard 0.08p2oli ss%O October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek° Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. 1, Additional stability bracing for truss system,e,g,diagonal Apply plates to both sides of truss or X-bracing,is always required.See BCSI 1. and securely seat. B TOP CHORDS 2. Never exceed the design loading shown and never stack cl-z cz-a materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building WEBS c3° designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate other interested parties. 3 O plates 0- '/ e"from outside U 4. Cut members to bear tightly against each other, edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 c6-7 c5-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. y y BOCA 96-31,95-43,96-20-1,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, " Installing&Bracing of Metal Plate ©2004 Miteke Connected Wood Trusses. V«a �. Job Truss Truss Type Qty ply 19166240 05H03798-8 H06GR MONO HIP t 1 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:48 2005 Page 1 -1 4-0 3 73 6-3-3 1-4-0 3-7-3 2-8-0 5x5= Scale=1:15.6 1.5x4 II 3 6.00 F12 2 1 3x4= 6 5 26 4x4= 2-" 3-2_12 3.7-3 6-3-3 2-M 0-2-12 1.4-7 24e-0 Plate Offsets X Y: 3:0-2-8,0-2-4 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.59 Vert(LL) -0.01 5-6 >999 360 MT20 1971144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.18 Vert(TL) -0.01 5-6 >999 240 TCDL 10.0 Rep Stress Incr NO W B 0.13 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Wind(LL) 0.00 5-6 >999 240 Weight:31 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-3-3 oc purlins, except BOT CHORD 2 X 6 SYP 240OF 2.0E end verticals,and 2-"oc purlins:3-4. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. JOINTS 1 Brace at Jt(s):4 REACTIONS (lb/size) 5=187/Mechanical,6=958/0-5-8 Max Horz6=44(load case 6) Max Uplift5=-67(load case 11),6=-89(load case 9) Max Grav5=366(load case 3),6=1235(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/98,2-3=-66/903,3-4=-8/10,4-5=-153/16 BOT CHORD 2-6=-753/81,5-6=-167/54 WEBS 3-6=-909/60,3-5=-66/204 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02,Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 A 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. F NE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r V 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. RED 0 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 5 and 89 lb uplift at joint 6. 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI[TPI 1. 11)Design assumes 4x2(flat orientation)purins at oc spacing indicated,fastened to truss TC w/2-10d nails. r 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - tti' UJ LOAD CASE(S)Standard Tn 1)Snow:Lumber Increase--1.15,Plate Increase--1.15 Uniform Loads(plf) © a.0${)`t�� Vert:1-3=-85,3-4=-85,2-5=-83(F=-70) $S1C3� October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Ali 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths g Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1. and securely seat. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS c3,A 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate = � 3 " 3 T_ other interested parties. plates 0- 1/16"from outside 0- �p6 a 0 4. Cut members to bear tightly against each other. edge of truss. F 5. Place plates on each face of truss at each joint and cs-� cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry StandardsMi! ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. R j ;Job Truss Truss Type Oty Ply 05H03798-B 1 H09GR MONO HIP 19166241 1 Job Reference(optional Universal Forest Products.Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:48 2005 Page 1 -1-4-0 3 6 14 6 3 5 7-7-3 1-4-0 3-6-14 2-8-7 1-3-14 5x5= Scale=1:22.4 1.5x4 II 4 5 6.00 12 1.5x4 II 3 8 2 1 7 6x8= 6 3x6% 05= 3-6-14 I 7-7-3 3.6-14 4-0-5 Plate Offsets X Y: 4:0-2-0,0-1-12, 7:0-3-8,0 3-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.52 Vert(LL) -0.04 6-7 >999 360 MT20 197/144 (Ground SnoHr70.0) Lumber Increase 1.15 BC 0.25 Vert(TL) -0.06 6-7 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 Code IBC2003ITP12002 (Matrix) Wind(LL) 0.01 6-7 >999 240 Weight:41 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except BOT CHORD 2 X 6 SYP 240OF 2.0E end verticals,and 2-"oc purlins:4-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. JOINTS 1 Brace at Jt(s):5 I REACTIONS (lb/size) 6=988/Mechanical,2=939/0-5-8 Max Horz 2=72(load case 6) Max Uplift6=-154()oad case 6),2=-90(load case 5) Max Grav6=1231(load case 2),2=1279(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/102,2-8=-1888/162,3-8=-1781/172,3-4=-1850f181,4-5=-13/17,5-6=-71/8 BOT CHORD 2-7=-192/1579,6-7=-5 0131 0 WEBS 3-7=-027/52,4-7=-217/1933,4-6=-873/104 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pt--53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1,1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. tw, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �xV 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. RED 8)Refer to girder(s)for truss to truss connections. P 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 90 lb uplift at joint 2. G1 10)This truss is designed in accordance with the 2003 international Building Code section 2306.1 and referenced standard ANSIfrPI 1. C7¢ 1fr 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)736 lb down and 86 lb up at 3-7-3 W bottom chord. The design/selection of such connection device(s)is the responsibility of others. i11 i ttJ 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard N O 4`Z 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 [Continued on a e 2 October 22005 A WARNING-Ver!N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Suite#300 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths g y Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required,See BCSI1. p i/,b, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS oa.4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � - �31 3 T_ other interested parties. plates 0-'/16"from outside o �a6 a edge of truss. 4. Cut members to bear tightly against each other. U 0 c�-3 cs-� cs-s O 5. Place plates on each face of truss at each joint and F embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPil. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or respects,equal to or better than that specified, by text in the bracing section of the BOCA 96-31,95-43,96-20-1,96-67,84-32 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. N14 (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior Li�F reaction section indicates joint approval of a professional engineer. number where bearings occur. ® 16. Install and load vertically unless indicated otherwise. Industry Standards: ra! ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, MlTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Oty Ply Y 05HO3798-B H09GR MONO HIP 1 TJ.b 19166241Universal Forest Products,Hudson,NY,12534 ference o tional 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:48 2005 Page 2 LOAD CASE(S)Standard Uniform Loads(plf) Vert:1-4=-85,4-5=-85,2-7=-13,6-7=-153(F=-140) Concentrated Loads(lb) Vert:7=539(F) A WARNING-VeriNg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, 8 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1. and securely seat. p 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 materials on inadequately braced trusses. C2-3 WEBS �3_ 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, 3 �,�� 3 Ir other interested parties. plates 0-1/le"from outside n- sa6 M 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and C7-8 C6-7 Cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates, b. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10, Plate type, ype,size,orientation and location dimensions o slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others, (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. ® 16. Install and load vertically unless indicated otherwise. Industry StandardsMi! ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, MlTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. �Q F Truss Truss Type Oty Ply I 798-B H11 MONO TRUSS 1 1 19166242sal Forest Products,Hudson,NY,12534 Job Reference o tional 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:49 2005 Page 1 1 4-9-2 1.5x4 11 14-0 4-9-2 3 Scale=1:18.4 6.00 ri2 3x4 2 4 1.5x4 II 4-9-2 3x6= 4-9-2 LOA TCLL (psf) 539 SPACING 1-4-0 I(Matrix) I DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=70.0) Plates Increase 1.15 0.54 Vert(LL) -0.02 45 >999 360 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 0.14 Vert(TL) -0.04 45 >999 240 BCLL 0.0 Rep Stress Incr YES 0.01 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2003lrP12002 Wind(LL) 0.01 4-5 >999 240 Weight:23lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 4=199/Mechanical,5=367/0-5-8 Max Horz5=74(load case 6) Max Uplift4=44(load case 7),5=57(load case 7) Max Grav4=271(load case 2),5=509(load case 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-134/84,3-4=-241/24,25=-479/50 BOT CHORD 45=-68/16 WEBS 2-4=0/57 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girder(s)for truss to truss connections. jam, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 4 and 57 lb uplift at joint 5. NE +V 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � . cy,REO 0 LOAD CASE(S)Standard e� r-- Cr n W (ti L11 0802�2 �O ESS% October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X bracing,is always required.See BCSI1. U ,hb 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack cl-z c2-3 materials on inadequately braced trusses. o WEBS c�4 4 3. Provide copies of this truss design to the building °C designer,erection supervisor,property owner and all o *For 4 x 2 orientation,locate 5 �, �,�� 3 Cc other interested parties. plates 0- 1/16"from outside O �a6 M 4. Cut members to bear tightly against each other. edge of truss. F 5. Place plates on each face of truss at each joint and c-s cs cs-s RO embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, ype,size,orientation and location dimensions o slots, CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. U14 (supports)occur,Icons vary but 15. Do not cut or alter truss member or plate without prior lip' , reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 MiteV Connected Wood Trusses. Job Truss Truss Type �=�TJob 05H03798-B H12 MONO HIP A200Page d Universal Forest Products,Hudson,1 12534 eference o tional 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 t2:57:41 Sx5= F -1.4-0 3-5-2 1.5x4 II 4-9-2 1.4-0 3.5.2 3 1-4-0 Scale=1:15.4 6.00 12 1.5x4 11 2 5 3x4- 3S2 4-9.2 3x4= 3.5-2 1-4-0 Plate Offsets X,Y: 3:0-2-8,0-2-4 LOA TCLL (psf) 53.9 SPACING 1-4-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP (Ground Snow=70.0) Plates Increase 1.15 TC 0.41 Vert(LL) -0.02 5-6 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.15 Vert(rL) -0.04 5-0 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.01 5-6 >999 240 Weight:241b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-M oc purlins:3-4. WEBS 2 X 4 SPF Ni BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. JOINTS 1 Brace at Jt(s):4 REACTIONS (lb/size) 5=199/Mechanical,6=367/0-5-8 Max Horz 6=62(load case 6) Max Uplift5=-43(load case 6),11(load case 7) Max Grav5=199(load case 1),6=492(load case 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-107/58,3-4=-11/15,4-5=-72/8,2-6=-418/83 BOT CHORD 5-6=-24/54 WEBS 3-5=-134/31,3-1 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category II;Exp B;enclosed;MWFRS automatic zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. {IF N EF 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance rs) inspection. EQ� ' 8)Refer to girde for truss to truss connections. S. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 5 and 61 lb uplift at joint 6. CO 'f 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. r- LOAD CASE(S) Standard (y ui 0.08 # �FESStDAP October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, wig Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Weikel Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury Offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1, 0 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z c2-3 materials on inadequately braced trusses. o WEBS �,, 4 3. Provide copies of this truss design to the building T ' designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �,� �,�� other interested parties. plates 0- '/1e"from outside o �b6 4. Cut members to bear tightly against each other. edge of truss. � 5. Place plates on each face of truss at each joint and c7-e c6-7 cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M ITek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate H911 M9 ,13 ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty ply *05H03796-B H14 19166244 MONO HIP 1 1 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:49 2005 Page 1 __. -1-4-0 4-11-3 6-3-3 1-4-0 4-11-3 1-4-0 5x5= Scale=1:19.0 1.5x4 11 3 4 6.00 ri2 2 1 3x4= 6 5 2x5 3x4= r 2_ _2r2-12 4-11 3 6-3-3 2-0-0 0-2-12 2-8-7 1-" Plate Offsets X,Y: 3:0-2-8,0-2-4 LOA TCLL (psf) 9 SPACING 1-4-0 I'd DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=70.0) Plates Increase 1.15 0.94 Vert(LL) 0.01 5-6 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 0.17 Vert(TL) -0.01 5-6 >999 240BCLL 0.0 Rep Stress Incr YES 0.32 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2003/TP12002 tx) Wind(LL) 0.00 5-6 >999 240 Weight:26lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-M oc purlins:3-4. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. JOINTS 1 Brace at Jt(s):4 REACTIONS (lb/size) 5=74/Mechanical,6=643/0-5-8 Max Horz 6=59(load case 6) Max Uplift5=-99(load case 11),6=-112(load case 7) Max Gravy=138(load case 3),6=869(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/89,2-3=-142/1120,3.4=-11/14,4-5=-72/8 BOT CHORD 2-6=-910/165,5-6=-58/21 WEBS 3-0=-1187/144,3-5=-50/136 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (}f- NE 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ' 8)Refer to girder(s)for truss to truss connections. S. ID 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint 5 and 112 lb uplift at joint 6. 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. r- LOAD CASE(S) Standard 0 IJ 0.08 {7 SS1p October 6 2005 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal i/ and securely seat. or X-bracing,is always required.See BCSI1.16 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. p 4 3. Provide copies of this truss design to the building T WEBS a4 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, 3 �3A 3 cr other interested parties. plates 0- 1/16"from outside a 6 4. Cut members to bear tightly against each other. edge of truss. 0 IL v 5, Place plates on each face of truss at each joint and c7-8 c6-7 ce-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. U14 (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, qr., •a Installing &Bracing of Metal Plate i ©2004 Mitek® Connected Wood Trusses. R Job Truss Truss Type City ply - 05H03798-B MollMONO TRUSS 13 1 1916624 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:50 2005 Page 1 I '1-4-0 4-9-2 1.Sx4 II 1-4-0 4-9-2 3 Scale=1:18.4 6.00 12 3x4 Li 151 4 1.5.4 11 4-9-2 3x6= 4-9-2 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.54 Vert(LL) -0.02 4-5 >999 360 MT20 197/144 (Ground Snow=-70.0) Lumber Increase 1.15 BC 0.14 Vert(TL) -0.04 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.01 4-5 >999 240 Weight:23lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 5=367/0-5-8,4=199/Mechanical Max Horz 5=74(load case 6) Max Uplift5=-57(load case 7),4=-44(load case 7) Max Gravy=509(load case 2),4=271(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-479/50,1-2=0/104,2-3=-134/84,3.4=-241/24 BOT CHORD 4-5=-68/16 WEBS 2-4=0/57 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.0psf;BCDL=6.Opsf-,Category II;Exp B;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girders)for truss to truss connections. oF N EF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 5 and 44 lb uplift at joint 4. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q� y�j. �[? ©,,Q LOAD CASE(S)Standard _r Q 0 W .080 October 6 2005 A WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1MiTek Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION 1a *Center plate on joint unless x,y Failure to Follow Could Cause Property 3/ offsets are indicated. Damage or Personal Injury 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required,See BCSI1. and securely seat. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. WEBS c�, 4 3. Provide copies of this truss design to the building 4 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate 3 a 3 0 other interested parties. plates 0- 1/16"from outside IL a6 _ edge of truss. O U 4. Cut members to bear tightly against each other. c�-s csa cs-s O 5. Place plates on each face of truss at each joint and i— embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek° DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate • ©2004 MiteV Connected Wood Trusses. Job Truss Truss Type Qty Ply "05H03798-B M02 MONO TRUSS g 1 19166246 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:5 ::50 2005 Page 1 -1.4-0 3-11-1 7-7-3 1-4-0 3-11-1 3 8 2 1.5x4 1 I Scale=1:25.2 4 6 6.00 12 1.5x4 3 2 1 5 3x4= 3x4= 7-7-3 7-7-3 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 53•9 Plates Increase 1.15 TC 0,45 Vert(LL) -0.11 2-5 >796 360 MT20 1971144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.39 Vert(TL) -0.27 2-5 >318 240 TCDL 10.0 Rep Stress Incr YES W B 0.15 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.09 2-5 >948 240 Weight:29lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 5=342/Mechanical,2=503/0-5-8 Max Horz2=85(load case 6) Max Uplift5=52(load case 7),2=-85(load case 7) Max Grav5=465(load case 2),2=695(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-615/40,3-6=-118/12,4-6=-28/62,4-5=-183/19 BOT CHORD 2-5=-50/451 WEBS 35=-508/70 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf,Category 11;Exp B;endosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girder(s)for truss to truss connections. { IF- NE�/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 85 lb uplift at joint 2. . {,. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, -.REDS, co LOAD CASE(S)Standard {gam {L r- n tt1 1r ,ILI 0.080 �QfieSS10k,A October 6 2005 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component M�Tek° Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSII. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. WEBS C3,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O m n other interested parties. *For 4 x 2 orientation,locate M �,_� 3 �3" 3 m p plates 0- '/16"from outside d yaa6 4 M 4. Cut members to bear tightly against each other. ° v edge of truss. 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s 00 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6 Design connector plates. ttheenvir trusses l b suitably onment inaccord %with ANSI PI1 protected from 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, L��H number where bearings occur. 16, Install and load vertically unless indicated otherwise, Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MlTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ® ©2004 MiteV Connected Wood Trusses. Job Truss Truss Type Oty Ply .O5H03798-B M03 MONO TRUSS 3 1 19166247 Universal Forest Products,Hudson,NY,12534 Job Reference o tional 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:50 2005 Page 1 -1-4-0 2-1-2 1.5x4 II 1-4-0 2-1-2 3 Scale=1:12.5 6.00 F12 3x4 2 1 4 11.5x4 II 2-1-2 3x4- 2-1-2 LOA TCLL (psf) 53.9 SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=70.0) Plates Increase 1.15 TC 0.41 Vert(LL) -0.00 5 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 45 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.00 5 >999 240 Weight:12lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (lb/size) 5=267/0-5-8,4=37/Mechanical Max Horz5=46(load case 6) Max Uplift5=42(load case 7),4=-71(load case 11) Max Gravy=374(load case 2),4=48(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 25=-362/39,1-2=0/104,2-3=-82/14,3-4=-36/83 BOT CHORD 45=-40/9 WEBS 2-4=0/41 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girder(s)for truss to truss connections. OF NE JIt/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 5 and 71 lb uplift at joint 4. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �� ram,REO 0 LOAD CASE(S)Standard 4� r a: d Lit LU ©fi S S1 OAP October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component p Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X bracing,is always required.See BCSI1. and securely seat. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. WEBS c3,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O T o For 4 x 2 orientation locate other interested parties. , � � �,� 3 �� � � plates 0- 1/16"from outside 0- �6 0 o � � 7: 4. Cut members to bear tightly against each other. edge of truss, °- 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s 0embed fully Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection, dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12, Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. qP number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry StandardsMi! ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, M ITeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, e Installing &Bracing of Metal Plate • ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty ply 05H03798-B M04 MONO TRUSS 2 1 1916624 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:51 2 005 Page 1 14-0 I 332 635 ----q 1-4-0 3-3-2 3-0-3 1.5x4 11 Scale=1:21.6 4 6.00 12 1.5x4 3 q 2 d 1 5 2)r5- 3x4= 6-3-5 - 6-3.5 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.45 Vert(LL) -0.05 2-5 >999 360 MT20 1971144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.26 Vertl -0.12 2-5 >584 240 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(rL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Wind(LL) 0.04 2-5 >999 240 Weight:24lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 5=273/Mechanical,2=441/0-5-8 Max Harz 2=71(load case 6) Max Uplift5=-50(load case 7),2=-76(load case 7) Max Grav5=372(load case 2),2=611(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-481/28,3-4=-95/53,45=-155/16 BOT CHORD 2-5=-45/338 WEBS 35=-382/54 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girder(s)for truss to truss connections. } N / 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 5 and 76 lb uplift at joint 2. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard r- cc 0 W M 0.0802� October 22005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-nottruss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII U 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z c2-3 materials on inadequately braced trusses. WEBS C3,q 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, 3 �31 o other interested parties. plates 0-1/1e"from outside I 4. Cut members to bear tightly against each other. edge of truss, � � " EL� 5. Place plates on each face of truss at each joint and FL c7-e c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII I. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted, Indicates location where bearings 14. Connections not shown are the responsibility of others. NqA (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior 17 reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: Mi! ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. MlTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 19166249 05HO37WB M04A MONO HIP 1 1 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:51 2005 Page 1 i -1-" 4-11-3 6.3.5 1-4-0 4-11-3 1-4-2 4x4= Scale=1:19.0 1.5x4 II 3 4 Ll 6.00 12 2 1 5 2x5= 3x4= 4-11-3 6-3-5 4-11-3 1-4-2 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.60 Vert(LL) -0.05 2-5 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.25 Vert(TL) -0.12 2-5 >584 240 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2003rrP12002 (Matrix) Wind(LL) 0.04 2-5 >999 240 Weight:22lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-0-0 oc purins:3-4. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):4 REACTIONS (lb/size) 5=273/Mechanical,2=441/0-5-8 Max Harz 2=59(load case 6) Max Uplift5=51(load case 8),2=-79(load case 7) Max Grav5=273(load case 1),2=598(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-262/14,3-4=-11/14,4-5=-73/8 BOT CHORD 2-5=-23/99 WEBS 3-5=-231/38 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Refer to girder(s)for truss to truss connections. '( 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 5 and 79 lb uplift at joint 2. �Q� •RED& ©,,p 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. * , LOAD CASE(S)Standard n t11 0.08020� per'©F�SsllotA October 6 2005 14515 N.Outer Forty, e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB•89 and BCSI1 Building Component MiTek° Safety Information avallable from Truss Plate Institute,583 D'Onotho Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat or X-bracing,is always required.See BCSI1. p ,/16 . 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 C2-3 materials on inadequately braced trusses. WEBS cap 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all ,r��*For 4 x 2 orientation,locate TL T other interested parties. plates 0- '/16"from outside �6 O � � U 4. Cut members to bear tightly against each other. edge of truss. O IL 5. Place plates on each face of truss at each joint and C7-8 C6-7 Cs-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator,General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots, CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 MiteV Connected Wood Trusses. Job Truss Truss Type Qty Ply 19166250 a 05H03798-B M04GR MONO HIP 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:51 2005 Page 1 -1-4-0 3-7-3 6-3-5 1-4-0 3-7-3 248-2 4x8= Scale=1:15.8 1.5x4 11 3 6.00 F12 2 1 6 5 1.5x4 II 3x4= 3x6= 3-7-3 635 3-7-3 2-8-2 Plate Offsets X Y: 3:0-5-0,0-2-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.52 Vert(LL) -0.03 2-6 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.52 Vert(TL) -0.05 2-6 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.01 2-6 >999 240 Weight:23lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-0-0 oc pudins:3-4. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. JOINTS 1 Brace at Jt(s):4 REACTIONS (lb/size) 5=542/Mechanical,2=710/0-5-8 Max Horz2=45(load case 6) Max Uplift5=-87(load case 6),2=-68(load case 5) Max Grav5=657(load case 3),2=919(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-705/75,3-4=-8/10,45=-153/16 BOT CHORD 2-6=-82/514,5-6=-87/554 WEBS 3-6=-66/511,3-5=-686/99 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. f�f 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rV 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 'S REp yy 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 5 and 68 lb Uplift at joint 2. 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. r 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 W LU LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 {� Uniform Loads(plf) p 08o Vert:1-3=-85,3-4=-85,2-5=-104(F=-91) fi SS%OAP October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1 MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. /t6 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 cz-3 materials on inadequately braced trusses. WEBS c3,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For tes 0-4 x 2 orientation,locate/�e"from outside � T 3 �3A 3 other interested parties. O pla 4. Cut members to bear tightly against each other. "edge of truss. o 5. Place plates on each face of truss at each joint and c7-e c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector totes, b. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10, Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate m ©2004 Mitele Connected Wood Trusses. V\/\J Job Truss Truss Type Qty Ply 05HO3798-B M05 MONO TRUSS 1 1 19166251 _ Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:52 2005 Page 1 -1.4-0 6-3-3 1-4-0 6-3-3 3x6 Scale=1:21.0 3 6.00 12 q 2 I IA c{ 1 3x4= 5 4 2x5 1.5x4 11 1 2-0-0 2 2�-12 6-3-3 i 2-0-0 0-2-12 4-0-7 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 53•9 Plates Increase 1.15 TC 0.84 Vert(LL) 0.01 45 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.20 Vert(TL) -0.01 45 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.00 4 We n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.00 4-5 >999 240 Weight..26lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-3-3 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-6-12oc bracing. REACTIONS (lb/size) 4=77/Mechanical,5=639/0-5-8 Max Horz 5=71(load case 6) Max Uplift4=-97(load case 11),5=-108(load case 7) Max Grav4=101(load case 2),5=883(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/89,2-3=-158/1286,3-4=-93/112 BOT CHORD 25=-1035/183,45=-13/17 WEBS 35=-1298/147 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone:cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girder(s)for truss to truss connections. r- N j~ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 4 and 108 lb uplift at joint 5. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �� S.RED jy9 Q LOAD CASE(S) Standard *CO U,40 r- UJ LJ N��p �O•o8U2Q� ?S? R©FESS11 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1 MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building OWEBS c3,4 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate U i, ,,3� o other interested parties. 3 plates 0-'/1e"from outside a ylp6 e U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7,8 c6-7 cs-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output,Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. U14 (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior L it reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V\/I\i V�� Job Truss Truss Type Qty Ply 1916625 �05HO3798-B M06 MONO TRUSS 4 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:52 2005 Page 1 -1-4-0 3-7-3 1.5x4 II 1-4-0 3.7-3 3 Scale=1:12.4 6.00 12 2 1 4 2x5= 1.5x4 11 3-7-3 i 3-7-3 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.45 Vert(LL) -0.00 2-4 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 2-4 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.00 2-4 >999 240 Weight:12lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc pudins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 4=127/Mechanical,2=324/0-5-8 Max 11-1orz2=43(load case 6) Max Uplift4=-22(load case 6),2=-63(load case 7) Max Grav4=171(load case 2),2=452(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-3=-116/53,3-4=-149/38 BOT CHORD 2-4=-7/10 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct--1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 4 and 63 lb uplift at joint 2. F NEj?� 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard > � � 1- Cr C7 to LU OFES Si a October.6 2005 a WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 � 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. U /'b 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. WEBS c3,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate cp other interested parties. O plates 0- /1b"from outside 4. Cut members to bear tightly against each other. edge of truss. Oo a 5. Place plates on each face of truss at each joint and c7-e c6-7 c5-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO & Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. y y BOCA 96-31,95-43,96-20-l,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. Lw (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. LiH-J number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V\/N V\w Job Truss Truss Type Qty Ply 1916625 05H03798-B Tot COMMON 1 1 Job Reference o fional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:52 2005 Page 1 I -1-4-0 5-8-12 11-2-0 17-7-4 20-4-0 21-M 1.4-0 5-8-12 5-5-4 6-54 2-8-12 1-0-0 5x6= Scale=1:44.1 4 6.00 12 14 4x4 i 3 13 3x4 5 3x4 II 6 4x4 11 7 2 �1 r� N 12 11 10 9 8 4x4= 3x4= 3x4= 3x4= 3x4= 6.10-8 15-5-8 20-4-0 6-10.8 8-7-0 4-10-8 Plate Offsets X,Y: 2:0-2-0,0-1-12 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 53•9 Plates Increase 1.15 TC 0.89 Vert(LL) -0.07 9-11 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.42 Vert(rL) -0.20 9-11 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.87 HOrz(TL) 0.03 8 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 BCDL 10.0 (Matrix) Wind(LL) 0.07 911 >999 240 Weight:931b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 12=1113/0.5-8,8=1113/0-5-8 Max Horz 12=67(load case 6) Max Upliftl 2=-1 56(load case 7),8=-154(load case 8) Max Grav 1 2=1 314(load case 2),8=1206(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-406/103,3-13=-1305/176,4-13=-1288/196,4-14=-853/169,5-14=-981/156,5-6=-29/196,6-7=0/104, 2-12=-626/110,6-8=-242/51 BOT CHORD 11-12=-110/1166,10-11=-43/770,9-10=-43/770,8-9=-54f727 WEBS 3-11=475/87,4-11=-98/661,4-9=-159/182,5-9=-60/285,3-12=-1134/79,5-8=-1296/125 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. N� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 12 and 154 lb uplift at joint +� .� 'REQ jy9 ! 8. C9 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE r- S)Standard to �0.0802a2 O ESS%ON October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 1 MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat or X-bracing,is always required.See BCSI1. 0 '/16 . 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS g g C1-2 cz-s materials on inadequately braced trusses. WEBS C3.q 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, �,�� 3 ¢ other interested parties. U � plates 0- /ie"from outside O T_ 4. Cut members to bear tightly against each other. edge of truss. o 5. Place plates on each face of truss at each joint and c7-6 C6a C6-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 Connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12, Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses, �� Job Truss Truss Type Qty Ply 05H03798-B T01GE COMMON 1 1 19166254 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:53 2005 Page 1 -14-0 11-2-0 20-4-0 2148-0 1-4-0 11-2-0 9-2-0 1-4-0 4x4= Scale=1:44.1 8 7 9 6.00 F12 29 10 6 28 5 11 4 12 4x4 11 2x5 11 13 3 14 2 cS 1 N 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4= 20-" i 20-4-0 Plate Offsets X,Y: 13:0-2-0,0-1-12 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 53.9 10.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.03 14 n/r 120 MT20 197/144 (Ground Snow=7 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.04 14 n/r 90 TCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 13 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:99lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 REACTIONS (lb/size) 27=223/20-4-0,15=-7/20-4-0,13=208/20-4-0,21=215/20-4-0,22=199/20-4-0,23=197/20-4-0,24=194/20-4-0, 25=211/20-4-0,26=81/204-0,19=199/20-",18=194/204-0,17=209/20-4-0,16=105/20-4-0 Max Horz27=67(load case 6) Max Uplift27=-61(load case 5),15=-26(load case 11),13=-56(load case 8),23=-6(load case 7),24=47(load case 7), 25=48(load case 7),26=404(load case 11),18=49(load case 8),17=49(load case 8),16=46(load case 11) Max Grav27=354(load case 11),15=22(load case 8),13=327(load case 11),21=215(load case 1),22=282(load case 2), 23=268(load case 2),24=264(load case 2),25=291(load case 2),26=83(load case 2),19=283(load case 3), 18=263(load case 3),17=288(load case 3),16=117(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-50/46,3-4=-34/74,45=-42/66,5-28=-2/68,6-28=0/72,6-7=-40/89,7-8=-46/103,8-9=-37/103,9-29=0/89, 10-29=-30/84,10-11=-33/75,11-12=-25/84,12-13=-40/27,13-14=0/104,2-27=-036/45,13-15=0/0 BOT CHORD 26-27=47/28,25-26=-47/28,24-25=-47/28,23-24=47/28,22-23=-47/28,21-22=47/28,20-21=47/28,19-20=-47/28, 18-19=-47/28,17-18=-47/28,16-17=-47/28,15-16=-47/28 WEBS 8-21=-188/0,7-22=-255/16,6-23=-241/22,5-24=-239/33,4-25=-260/37,3-26=-88/110,9-19=-256/16,10-18=-236/34, 11-17=-261/38,12-16=-89/101 NOTES Of N� 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and C�, *� right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. rJ REo Q 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable '9 End Detail" 3)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 � 't 4)Unbalanced snow loads have been considered for this design. t- 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs W non-concurrent with other live loads. LWU 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All plates are 1.5x4 MT20 unless otherwise indicated. C? 8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. { NO,OOa2 9)Gable requires continuous bottom chord bearing. ' 1 10)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �OFES51 ONE 11)Gable studs spaced at 2-0-0 oc. Continued on page 2 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component O Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSI1. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-z cz-s materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O m n other interested parties, For 4 x 2 orientation,locate � s �,,, `; plates 0- '/ie"from outside a 1 . �p6 a M 4. Cut members to bear tightly against each other. edge of truss. o ° 0 IL 5. Place plates on each face of truss at each joint and c-a c6-7 cs-s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator,General practice Q. X 4 perpendicular to slots,Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply � 19166254 05H03798-B T01GE COMMON 1 1 _ Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:53 2005 Page 2 NOTES 12)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 27,26 lb uplift at joint 15,56 lb uplift at joint 13,6 lb uplift at joint 23 ,17 lb uplift at joint 24,18 lb uplift at joint 25,104 lb uplift at joint 26,19 lb uplift at joint 18,19 lb uplift at joint 17 and 46 lb uplift at joint 16. 14)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack cl-z cz-a materials on inadequately braced trusses. WEBS ca,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all * O z m n ,a Ir other interested parties. For 4 x 2 orientation,locate s � 3 0 plates 0-1/16"from outside a yb6 U 4. Cut members to bear tightly against each other. edge of truss. O 5. Place plates on each face of truss at each joint and c7-8 c6a C5-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. ���a Job Truss Truss Type Qty ply ' 05H03798-B T01GR COMMON 1 19166255 2 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:54 20 55 Page 1 -14-0 3-7-10 6-11-12 11-2-0 15-74 20-4-0 1.4-0 3-7-10 3-4-2 4-2-4 4-5-4 4-8-12 5x6 11 Scale=1:45.9 5 6.00 12 5x8 15 3x4 4 6 14 8x16 3x6\\ 3 6x8= 7 2 � 1 N 9x16 MT18H 11 13 16 17 12 18 19 20 11 21 22 1023 9 24 25 26 8 3x8 I I 12x12= THD26 12x12= JUS28 6x8= 8x8=JUS28 JUS28 4x8 I I THD28-2 THD26 THD26 THD26 JUS28 JUS28 JUS28 JUS28 3-7-10 6-11-12 11-2-0 15-74 20-4-0 3-7-10 3-4-2 4-24 45-4 4-8-12 Plate Offsets X,Y: 2:0-7-4,Edge], :0-3-8,Ed 9:0-34,0-5-4, 12:0-3-8,0-6 0 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.89 Vert(LL) -0.19 11-12 >999 360 MT20 197/144 (Ground Snow--7 10.0 BCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.27 11-12 >892 240 MT18H 197/144 Rep Stress Incr NO WB 1.00 Horz(TL) 0.06 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.05 11-12 >999 240 Weight:289lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E"Except- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except 5-7 2 X 4 SPF No.2 end verticals. SOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2*Except* 7-8 2 X 4 SPF 1650E 1.5E,7-9 2 X 4 SPF 165OF 1.5E SLIDER Left 2 X 8 SYP DSS 4-0-10 REACTIONS (lb/size) 2=8900/0-5-8,8=9904/0-5-8 Max Horz2=50(load case 6) Max Uplift2=-795(load case 9),8=-729(Ioad case 10) Max Grav2=9046(load case 2),8=9929(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-16/0,2-3=-1 51 1 7/1 341,3-14=-13478/1156,4-1 4=-1 3395/1 1 6 1,45=-9524/773,5-15=-9423/772,6-15=-9525/764, 6-7=-9853/751,7-8=-7951/594 BOT CHORD 2-13=-1114/12195,13-16=-1114/12195,16-17=-1114/12195,12-17=-1114/12195,12-18=-1046/12020,18-19=-1046/12020, 19-20=-1046/12020,11-20=-1046/12020,11-21=552/8725,21-22=-652/8725,10-22=-652/8725,10-23=-652/8725, 9-23=552/8725,9-24=-40/551,24-25=-40/551,25-26=-40/551,8-26=-40/551 WEBS 3-13=-309/2650,3-12=-222/87,4-12=-544/5147,4-11=-5157/532,5-11=-672/8115,6-11=-469/5,6-9=0/287,7-9=-661/8853 NOTES 1)2-ply truss to be connected together with 16d Common(.1 62"x3.5")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. NS Bottom chords connected as follows:2 X 8-3 rows at 0-7-0 oc. R �� Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply CO connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left an r right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. cc 4)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 0 L 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. O 0$OZ©� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fir 8)All plates are MT20 plates unless otherwise indicated. Ofi�SS1©�1 ' 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. j continued on page 2 _ October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. - 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-2 cz-s materials on inadequately braced trusses. WEBX c3, 4 3. Provide copies of this truss design to the building ` designer,erection supervisor,property owner and all o*For 4 x 2 orientation,locate 5 �, Cr other interested parties. 3 plates 0- / e"from Outside Sb6 a 4. Cut members to bear tightly against each other. edge of truss. ° a 5. Place plates on each face of truss at each joint and c7-8 c6-7 C5 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII required direction of slots in 8 7 6 5 connector laces. 6. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. N14 (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI I: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate / kri 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 05HO3798-B T01GR COMMON 1 2 Job Reference tional 19166255 Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:54 2005 Page 2 NOTES 10)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 729 lb uplift at joint 8. 12)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Use USP THD28-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 4-10-10 from the left end to connect truss(es)H02GR(2 ply 2 X 6 SYP) to back face of bottom chord. 14)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 14-0 oc max.starting at 6-3-6 from the left end to 10-M to connect truss(es)H08 (1 ply 2 X 4 SPF) to back face of bottom chord. 15)Use USP JUS28(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 1-4-0 oc max.starting at 11-8-2 from the left end to 19-8-2 to connect truss(es)H04(1 ply 2 X 4 SPF) to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-7=-64,2-8=-10 Concentrated Loads(Ib) Vert:9=-1070(B)16=-3928(B)17=-1478(B)18=-1433(B)19=-1387(B)20=-1322(B)21=-1259(B)22=-1070(B)23=-1070(B)24=-1070(B)25=-1070(B)26=-1070(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 � 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal Q and securely seat. or X-bracing,is always required.See BCSI1.1 2 3 TOP CHORDS 2, Never exceed the design loading shown and never stack c,-2 c2-a materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building [C ' designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �,� 3 ,,�� o other interested parties. 3 plates 0-1/16"from outside 0- ��6 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7-8 csa cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection, dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. Ev number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V\/N VQ Job Truss Truss Type Qty Ply 19166256 05H03798-B T02 COMMON 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:54 2005 Page 1 -14-0 3.4-14 6.6.4 9-7-10 13-0-8 16-3.12 14-0 34-14 3-1-6 3-1-6 34-14 33-4 5x5= Scale=1:35.1 4 11 12 6.00 12 3x4 3x4 3 5 2x5 11 3x10 11 2 6 c� 7 A 9 4x4= 3x8= 4x4= 6-6-4 F 13.0-8 6-6.4 6-6-4 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 53•9 Plates Increase 1.15 TC 0.83 Vert(LL) -0.03 9-10 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.28 Vert(TL) -0.07 8-9 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 8 n/a n/a BCLL 0.0 Code IBC20031TPI2002 (Matrix) Wind(L-) 0.03 8-9 >999 240 Weight:80lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E'Except• TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, except 4-7 2 X 6 SPF 210OF 1.8E end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.2 REACTIONS (lb/size) 10=1084/0-5-8,8=1426/0-5-8 Max Horz 10=-96(load case 5) Max Uplift10=-171(load case 7),8=-242(load case 8) Max Gray 10=1303(load case 2),8=1730(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/156,2-0=-192/99,3-11=-688/135,4-11=-520/143,4-12=-507/147,5-12=-656/144,5-6=-157/136,6-7=0/360, 2-10=-611/126,6-8=-1151/248 BOT CHORD 9-10=-49/604,8-9=-222/433 WEBS 3-9=-171/167,4-9=-153/160,5-9=-32/369,3-10=1543/55,5-8=717f71 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. oF N 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 10 and 242 lb uplift at joint $.REpZY 8. Qj 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard r— tit m z 0.08 SS%o'A October 6,2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 4 *Center plate on joint unless x,y Failure to Follow Could Cause Property 13/ Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 Z23 materials on inadequately braced trusses. :CCV5�6 3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all Mr *For 4 x 2 orientation,locate � �, 3 other interested parties. plates 0-1/16"from outside 4. Cut members to bear tightly against each other. edge of truss. o " a 5. Place plates on each face of truss at each joint and c7-e - embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII, required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots,Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. y y BOCA 96-31,95-43,96-20-1,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design, if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. tQIA (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior 17 reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate I' ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 19166257 05HO3798-B T02GE COMMON 1 1 Job Reference o Gonal Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:55 2005 Page 1 -1.4-0 6-6-4 13.0-8 16-3-12 1-4-0 6.6-4 6-6-4 3-3-4 5x5= Scale=1:35.1 6 20 6.00 F12 2x5 11 t9 2x5 11 5 7 2x5 2x5 11 4 8 26 11 26 11 4x4 11 3x6 11 3 9 2 10 11 N 4x6= 1.50 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 3x6= 13-0-8 13-0-8 Plate Offsets X,Y: 2:0-2-0,0-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TIC 0.81 Vert(LL) -0.34 10-11 n/r 120 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.20 Vert(TL) -0.38 10-11 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(rL) -0.01 12 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:79lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except 6-11 2 X 6 SPF 2100F 1.8E end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 REACTIONS (lb/size) 18=261/13-",12=872/13-0-8,15=381/13-0-8,16=292/13-0-8,17=380/13-0-8,14=377/13-0-8,13=-61/13-0-8 Max Horz 18=-96(load case 5) Max Upliftl8=-144(load case 3),12=-180(load case 8),16=-12(load case 7),17=-47(load case 7),14=-26(load case 8), 13=-603(load case 11) Max Gravl8=566(load case 2),12=1295(load case 11),15=381(load case 1),16=430(load case 2),17=380(load case 1), 14=532(load case 3),13=90(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/156,2-3=-34/59,3-4=-62/304,4-5=-37/279,5-19=0/267,6-19=0/271,6-20=0/267,7-20=0/251,7-8=0/334, 8-9=-114/78,9-10=-129/135,10-11=0/360,2-18=-813/140,10-12=-15451371 BOT CHORD 17-18=-243/100,16-17=-243/100,15-16=-243/100,14-15--243/100,13-14=-243/100,12-13=-243/100 WEBS 6-15=-339/0,5-16=-392/38,4-17=-307/63,3-18=-153/598,7-14=-487/53,8-13=-55/629,9-12=-163/272 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable of: NE t I End Detail" "V 3)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 5 F{ �� 04)Unbalanced snow loads have been considered for this design. �'� �`l 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I- cc 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. n IJJ 8)Gable requires continuous bottom chord bearing. W 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). - 10)Gable studs spaced at 2-M cc. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 18,180 lb uplift at joint 12 Q O 08 p1) l 12)This tru truss is designed in accordancel l with the 20 3 International onalBuilding Code section 2306.1 and referenced standard ANSI/TPI 1. ARQ�ESS1O�Pti LOAD CASE(S)Standard October 6,2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat, or X-bracing,is always required.See BCSI1. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-z cz-3 materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building Ir WEBS °34 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � � �, 3 �,�� o other interested parties. 3 plates 0- / e"from outside a U 4. Cut members to bear tightly against each other. edge of truss. O a 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s O� embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots,Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13, Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise, Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate 1 ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 05H03798-B T02GR COMMON 1 19166258 3 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:55 2005 Page 1 3-4-14 6-6-4 9-7-10 13-0-8 3-4-14 3-1-6 4x4 3-1.6 3-4-14 = Scale=1:35.2 3 6.00 12 10 11 3x4 3x4 1 2 4 3x4 III 3x4 11 1 5 r? N 12 13 14 8 15 16 7 17 18 10 5x6= THD26 THD26 8x8= THD26 THD26 8x8= THD26 THD26 5x6= THD26 THD26 THD26 THD26 4-5-5 8-7-3 13-0-8 4-5-5 4-1-13 4-55 LOADING(psf) 53.9 SPACING 1-" CSI DEFL in (loc) I/defl Ud PLATES GRIP CUL(Ground Snow=70.0) Plates Increase 1.15 TC 0.58 Vert(LL) -0.04 7-8 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(rL) -0.06 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.01 8-9 >999 240 Weight:241 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc puriins, except BOT CHORD 2 X 6 SYP 240OF 2.0E end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 9=6214/0-5-8,6=6540/05-8 Max Horz9=44(load case 6) Max Uplift9=-392(load case 9),6=-413(load case 10) Max Grav9=6257(load case 2),6=6583(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=550/57,2-10=5098/340,3-10=5026/346,3-11=-4937/341,4-11=-5009/335,45=577/52,1-9=-487/35,5-6=-48/32 BOT CHORD 9-12=-272/4005,12-13=-272/4005,13-14=-272/4005,8-14=-272/4005,8-15=-238/3668,15-16=-238/3668,7-16=-238/3668, 7-17=-249/3930,17-18=-249/3930,6-18=-249/3930 WEBS 2-8=-132/2023,3-8=-1 7212454,3-7=-158/2239,4-7=-131/2006,2-9=5252/325,4-6=5232/324 NOTES 1)3-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-5-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 11 1F Ne 4)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ;, + 5)Unbalanced snow loads have been considered for this design. ��� ca,REc)y ©� 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. t?P 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 lb uplift at joint 9 and 413 lb uplift at joint 6. r— (r 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A W 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 15-2 oc max.starting at 0-8-10 from the Tn left end to 12-10-12 to connect truss(es)T03(1 ply 2 X 4 SPF) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. �'� ��•0802�� LOADCASE(S)Standard �OFESSt©Nv Continued on page 2 October 6,2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component B Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 14 *Center plate on joint unless x,y Failure to Follow Could Cause Property '/ Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal or X bracing,is always required.See BCSI1. and securely seat. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. o WEBS c34 4 3. Provide copies of this truss design to the building Ir designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, 0 other interested parties. plates 0- /te"from outside a b6 a = 4. Cut members to bear tightly against each other. edge of truss, v a 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, MiTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 1916625 05H03798-B T02GR COMMON 1 3 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:55 2005 Page 2 LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,6-9=-10 Concentrated Loads(lb) Vert:8=-1181(B)7=-1181(B)6=-1181(B)12=-1181(B)13=-1181(B)14=-1181(B)15=-1181(B)16=-1181(B)17=-1181(B)18=-1181(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 � 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component O Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION � 4 *Center plate on joint unless x,y Failure to Follow Could Cause Property 3i offsets are indicated, 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X bracing,is always required.See BCSI1. 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 02-3 materials on inadequately braced trusses. o WEBS c3 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate M �, 3 �,�� 3 other interested parties. plates 0- 1/16"from outside ��6 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and ll c7-8 c6-7 cs-s 0embed fully Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output,Use T,I or Eliminator bracing spacing shown on design, if indicated, ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek®. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate i ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply 19166259 05HO3798-B T03 FINK 16 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:56 2005 Page 1 -14-0 5-10-4 13-" 20-1-12 23.6-8 1-4-0 5-10-4 7-1-12 7-1-12 3.4-12 6.00 12 4x8= Scale=1:49.3 3x10 5 4 13 44 3x4 3 6 26 11 7 3.4 11 2 n �1 A 12 11 10 9 B 3x6= 3x4= 3x4= 3x4= 3x4= B-2-13 17-9-3 23.6-8 8-2-13 9-6.6 5-9-5 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.88 Vert(LL) -0.11 9-11 >999 360 MT20 197/144 (Ground Snow--7 10.0 BCDL 10.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.29 9-11 >975 240 Rep Stress Incr YES WB 0.62 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.10 9-11 >999 240 Weight:104lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except 4-5 2 X 4 SPF No.2 end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 5-9,3-12 with 2 X 4 SPF Stud with 2-12d Common(.148"x3.25")nails and cross brace spacing of 18-"oc. REACTIONS (lb/size) 12=1275/0-5-8,8=1141/0-5-8 Max Horz 12=86(load case 6) Max Upliftl 2=-1 71(load case 7),8=440(load case 8) Max Grav 12=1 498(load case 2),8=1179(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-365/106,3-4=-1513/198,4-5=-1264/211,5-13=-1049/190,6-13=-1177/174,6-7=-54/164,2-12=-582/110, 7-8=-67/23 BOT CHORD 11-12=-140/1467,10-11=-62/924,9-10=-62/924,8-9=-83/920 WEBS 3-11=550/82,5-11=-99/686,5-9=-196/265,6-9=434/330,3-12=-15251103,6-8=44551145 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category 11;Exp B;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs fl� fw, non-concurrent with other live loads. �Y NE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i� ram,RED 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 12 and 140 lb uplift at join 8. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r UJI LOAD CASE(S)Standard rnLU 2 'OfiES S10 �� October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 � 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII. 0-'/id' 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-2 c2-3 materials on inadequately braced trusses. Q WEBS ca. 4 3. Provide copies of this truss design to the building m 4 designer,erection supervisor,property owner and all m other interested parties. *For 4 x 2 orientation,locate C) ° �,,, 3 ��' 0O p plates 0- V16"from outside U 4. Cut members to bear tightly against each other. edge of truss. o a 5. Place plates on each face of truss at each joint and c7-8 c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190/.at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second s to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MlTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. a Job Truss Truss Type Qty �J.b 19166260 05H03798-B T04 FINK 3 (optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:56 2005 Page 1 -1-4-0 5-10.4 13-0-0 20-1-12 24-" 25.4-0 1.4.0 5-10-4 7-1-12 7-1-12 3-10-4 1.4-0 6.00 12 4x8= Scale=1:50.4 3x10 5 4 14 4x4% 3x4 3 6 3x4 11 7 3x4 8 r 2 1 N 13 12 11 10 9 US= 3x4= 3x4= 3x4= 4x4= 8-2-13 1 17-9-3 24-04) 8-2-13 9-6-6 6-2-13 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.88 Vert(LL) -0.11 10-12 >999 360 MT20 197/144 (Ground Snow=70A) Lumber Increase 1.15 BC 0.48 Vert(rL) -0.29 10-12 >991 240 TCDL 10.0 Rep Stresslncr YES WB 0.73 Horz(TL) 0.05 9 n/a n/a BCLL 0.0 Code IBC2003/TP12002 BCDL 10.0 (Matrix) Wind(LL) 0.1010-12 >999 240 Weight:1071b LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E-Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-5 2 X 4 SPF No.2 end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 5-10,3-13 with 2 X 4 SPF Stud with 2-12d Common(.148"x3.25")nails and cross brace spacing of 18-M oc. REACTIONS (lb/size) 9=1294/0-5-8,13=1294/0-5-8 Max Harz 13=73(load case 6) Max Uplift9=-173(load case 8),13=-173(load case 7) Max Grav9=1402(load case 3),13=1510(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-367/106,3-4=-1536/203,4-5=-1286/216,5-14=-1120/201,6-14=-1248/183,6-7=-60/186,7-8=0/104, 7-9=-268/71,2-13=-583/110 BOT CHORD 12-13=-135/1485,11-12=-51/956,10-11=51/956,9-10=-76/1009 WEBS 3-12=547/87,5-12=-98/683,5-10=-154/320,6-10=-186/290,6-9=-1518/131,3-13=-1546/107 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs(7F NEtti non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t� $.REDLY 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 9 and 173 lb uplift at joint U,1? 13. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. t n w LOAD CASE(S)Standard LLI �0.08024� ?tz ROFESSIONA October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 � 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. o WEBS c34 4 3. Provide copies of this truss design to the building Ir designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � � �,� 3 ��� 3 Ir other interested parties. plates 0-1/le"from outside a �a6 4 TZ 4. Cut members to bear tightly against each other. edge of truss. oo " L) 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. t"-su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Miteke Connected Wood Trusses. �Q�� Job Truss Truss Type Qty Ply 05H03798-B T04A FINK 2 1 19166261 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:57 2005 Page 1 -14-0 5-104 1 13-M 20-1-12 24-M 1-" 5-10.4 7-1-12 7-1-12 3-10-4 6.00 12 4x8= Scale=1:49.6 3x10% 5 4 13 4x4 3x4 1 3 6 2x5 I I 7 3x4 11 2 1 N 12 11 10 9 8 3x6= 3x4= 3x4= 3x4= 3x4= 8-2-13 17-9-3 24-0-0 8-2-13 9.6-6 6-2-13 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.88 Vert(L-) -0.11 9-11 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.48 Vert L -0.29 9-11 >989 240 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 BCDL 10.0 (Matrix) Wind(LL) 0.10 9-11 >999 240 Weight:1051b LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 45 2 X 4 SPF No.2 end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 5-9,3-12 with 2 X 4 SPF Stud with 2-12d Common(.1 48"x3.25")nails and cross brace spacing of 18-0-0 oc. REACTIONS (lb/size) 8=1164/05-8,12=1298/0-5-8 Max Harz 12=83(load case 6) Max Uplift8=-143(load case 8),12=473(load case 7) Max Grav8=1218(load case 3),12=1511(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-367/106,3-4=-1537/202,45=-1288/215,5-13=-1136/199,6-13=-1264/181,6-7=-73/140,7-8=-105/32, 2-12=-583/110 BOT CHORD 11-12=-142/1486,10-11=-61/962,9-10=-61/962,8-9=-94/1041 WEBS 3-11=-546/88,5-11=-98/683,5-9=451/340,6-9=-209/287,6-8=4496/143,3-12=-1548/106 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs f F NiE non-concurrent with other live loads. V 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * .RED�y Q 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 8 and 173 lb uplift at joint 12. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r {c t2! LOAD CASE(S) Standard (011 0•013p2©Z R4fiESS1pp October 6,2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSI1. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-z cz-3 materials on inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate 0 N 3 other interested parties. plates 0- 1/16"from outside o_ �p6 " Z: 4. Cut members to bear tightly against each other. edge of truss. 0 v a 5. Place plates on each face of truss at each joint and c7-8 c6-7 C- 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector laces. b. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPI1. 7, Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior Lip reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type city Ply 19166262 05H03798-B T05 FINK 2 1 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:57 2005 Page 1 -1-4-0 6-9-4 13-0-0 19-2-12 24-M 1-4-0 6-9-4 6-2-12 6-2-12 4-9-4 5x6= Scale=1:45.5 6A0 12 5 4x6 3x8 4 6 1.5x4\\ 14 4x4 17 3 7 13 4x4 II 8 2 4 O1 5x5= 12 11 10 9 4x4= 3x4= 3x4= 4x4= 8-10-2 17-1-14 24-0-0 B-10-2 8-3-11 6-10-2 Plate Offsets XY: 2:0 2 4,0 0 2, 4:0-0-0,Ed e LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.83 Vert(LL) -0.14 2-12 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.30 2-12 >951 240 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 9 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.10 2-12 >999 240 Weight:93lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purfins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1301/0-5-8,9=1160/0-5-8 Max Horz2=65(load case 6) Max Uplift2=-177(load case 7),9=-142(load case 8) Max Grav2=1515(load case 2),9=1216(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-13=-2187/205,3-13=-1861/218,3-4=-1755/213,45=-1565/233,5-6=-1367/216,6-14=-1387/202, 7-14=-1481/196,7-8=-312/78,8-9=-319/59 BOT CHORD 2-12=-172/1793,11-12=-09/1076,10-11=-69/1076,9-10=-127/1326 WEBS 3-12=-731/77,5-12=-115/899,5-10=-79/508,7-10=-403/147,7-9=-1418/123 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf;Category 11;Exp B;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct--1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. f 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 142 lb uplift at joint RAY Q� 9. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI[TPI 1. # r- LOAD CASE(S) Standard � W kf 2 N�oA 0.080 fit? OFESS%ON� October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. WEBS �a. 4 3. Provide copies of this truss design to the building m ' designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate M �, 3 �� o other interested parties. 3 plates 0- 1/16"from outside IL �a6 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c-a cs- cs-s O� embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14, Connections not shown are the responsibility of others. Indicates location where bearings t'>W (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V\/N Job Truss Truss Type IQty Ply 05HO3798-B T06 FINK 7 1 Job Reference(optional) 1916626 Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:58 2005 Page 1 -1-4-0 6-9-4 13-M 19-2-12 26-0-0 27.4-0 1-4-0 6-9.4 6-2-12 6-2-12 6-94 1-4-0 Scale=1:47.5 = 6.00 12 5x6 5 4x6- 4x6 4 6 1.5x4\\ 4x5 J 3 7 14 15 2 8 1 9 Iv 0 4x12= 5x5= 13 12 11 10 44= 3x4= 3x4= 4x4 B-10.2 17-1-14 24-M 26-M B-10-2 8-3-11 6-10.2 2-0-0 Plate Offsets X,Y: 2:0-2-4,0-0-2, 4:0-3-0,Edge], 6:0-3-0,Edge], 0,Edgel LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.98 Vert(LL) -0.14 2-13 >999 360 MT20 197/144 (Ground Snow=7 10.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.30 2-13 >955 240 BCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.06 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC200XTP12002 (Matrix) Wind(LL) 0.10 2-13 >999 240 Weight:99lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF No.2 5-2-7 oc bracing:8-10. WEBS 1 Row at midpt 7-10 with 2 X 4 SPF Stud with 2-12d Common(.148"x3.25")nails and cross brace spacing of 12-M oc. REACTIONS (lb/size) 2=1287/0-5-8,10=1499/0-5-8 Max Horz 2=39(load case 6) Max Uplift2=-177(load case 7),10=-199(load case 8) Max Grav2=1515(load case 2),10=1688(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/91,2-14=-2187/206,3-14=-1861/219,3-4=-1755/214,4-5=-1565/234,5-6=-1316/199,6-7=-1438/179,7-15=-82/953, 8-15=-104/766,8-9=0/89 BOT CHORD 2-13=-161/1794,12-13=-57/1044,11-12=57/1044,10-11=-107/1261,8-10=-684/136 WEBS 3-13=-733/77,5-13=-116/900,5-11=56/461,7-11=-372/139,7-10=-2367/254 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. NEF 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs '( RED L. non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. # C? a} 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 2 and 199 lb uplift at joint r 10. Cr 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ih W LOAD CASE(S)Standard 0.080202 OFESS110 October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component 0 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/q *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-z c2-a materials on inadequately braced trusses, WEBS �a. 4 3. Provide copies of this truss design to the building Cc WEBS erection supervisor,property owner and all *For 4 x 2 orientation,locate T_ T 3 CE other interested parties. plates 0- /1e"from outside �a6 " T_ 4. Cut members to bear tightly against each other. �, edge of truss, O a 5. Place plates on each face of truss at each joint and c7-8 csa ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. R Job Truss Truss Type Qty Ply 05H03798-B Vol VALLEY 2 1 19166264 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:58 2 005 Page 1 2 3x4= 2-0-0 4-0-0 2-0-0 2-0-0 6.00 12 Scale=1:6.7 3 1 v v 0 2x5 a-0.0 % 2x5 4-0-0 Plate Offsets X,Y: 2:0-2-0,Ed e LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.06 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:8lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 440-0 oc puriins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 1=135/4-0 ,3=135/4-0-0 Max Harz 1=4(load case 6) Max Uplift1=-0(load case 7),3=-6(load case 7) Max Grav 1=1 47(load case 2),3=147(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-151/21,2-3=-151/21 BOT CHORD 1-0=-10/116 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS automatic zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 6 lb uplift at joint 3. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANS1/TPI 1. j LOAD CASE(S) Standard ' RED 0 r` LU W C? 0.0802�� © ESSAO�'r October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. ITe k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII I. 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS � c,-2 cz-3 materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building � 4 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T_ � � 3 ��� 3 other interested parties. plates 0- 1/16"from outside �a6 4. Cut members to bear tightly against each other. edge of truss. 0 ° C) 5. Place plates on each face of truss at each joint and c7-8 c6-7 C5- 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. b. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPII. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing, BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate i i FT 2004 Mitek® Connected Wood Trusses. V\/\� Job Truss Truss Type Qty Ply 1916626 05H03798-B V 22 VALLEY 2 1 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:59 2005 Page 1 3-4-0 6-M 3-4-0 3-4-0 3x4= Scale=1:13.2 2 6.00 12 3 1 v v o 'o 2x5 i 26 6-8-0 6.8-0 Plate Offsets X,Y: 2:0-2-0,Ed e LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.25 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.22 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:14lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=266/6-8-0,3=266/6-8-0 Max Harz 1=-9(load case 5) Max Upliftl=-12(load case 7),3=-12(load case 7) Max Grav 1=291(load case 2),3=291(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-298/42,23=-298/42 BOT CHORD 1-3=-20/229 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf,Category 11;Exp B;enclosed;MW FRS automatic zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 12 lb uplift at joint 3. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. NE jam, LOAD CASE(S)Standard C�A REp , 0 tit C7 �Ir r CC n tit M LU �O 080242 QFESSIO October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSII I. and securely seat. TOP CHORDS 3 2. Never exceed the design loading shown and never stack cz-s materials on inadequately braced trusses. c,-z 4 3. Provide copies of this truss design to the building Cr WEBS °34 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T �, ��a 0 other interested parties. 3 plates 0- 1/16"from outside IL y1a6 " U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-e c6-7 cs-s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty ply 05H03798-B V03 VALLEY p 1 19166266 Job Reference o tional Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:57:59 2005 Page 1 4-&0 9.4-0 4-8-0 4-8.0 5x6= Scale=1:16.9 2 6.00 F12 6 5 3 1 Y Y � o 4x4 i 1.5x4 11 4x4 9-" 9-4-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.26 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=7 10.0 BCDL 10.0 Lumber Increase 1.15 BC 0.23 Vert(TL) n/a - n/a 999 Rep Stress Incr YES WB 0.05 Horz(rL) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003ITP12002 (Matrix) Weight:23lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SPF No.2 REACTIONS (lb/size) 1=170/9-4-0,3=170/9-4-0,4=455/9-4-0 Max Horz 1=13(toad case 6) Max Upliftl=-1 0(load case 7),3=-12(load case 8),4=-10(load case 7) Max Grav 1=248(load case 2),3=248(load case 3),4=455(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-0=-145/15,2-5=-13/74,2-6=-13/41,3-6=-145/13 BOT CHORD 1-4=0/42,3-i=0/42 WEBS 2-4=-348/39 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp,B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 1,12 lb uplift at joint 3 and 10 lb uplift at joint 4. i 0 {:F NS 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard � RECD)� 0 _ cc 0 LLI Tn LU /V°•0I302fl2 �FESs% October 6 2005 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-z cz-a materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O - `° M other interested parties. *For 4 x 2 orientation,locate � �,., 3 ��" 3 plates 0- '/i6"from outside a �a6 " U 4. Cut members to bear tightly against each other. edge of truss. U a 5. Place plates on each face of truss at each joint and c7-8 06-7 c5-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft,spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others. Indicates location where bearings �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate UAMM ©2004 MiteV Connected Wood Trusses. Job Truss Truss Type Qty Ply 05H03798-B VO4 VALLEY 1 1 19166267 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MTek Industries,Inc. Wed Oct 05 12:58:00 2005 Page 1 I 6-0-0 12-0-0 6-" 6.0.0 Scale=1:21.4 4x10 MT18H= 2 6.00 12 3 1 cNXo 45 1.5x4 11 4x5 1 12-" 12-0-0 LOADING(psf) SPACING 1.4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.47 Vert(L-) n/a - n/a 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.40 Vert(TL) n/a - n/a 999 MT18H 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:30lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 REACTIONS (lb/size) 1=226/12-M,3=226/12-0 ,4=605/12-0-0 Max Harz 1=17(load case 6) Max Upliftl=-12(load case 7),3=-15(load case 8),4=-4(load case 7) Max Grav 1=329(load case 2),3=329(load case 3),4=605(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-193/99,2-3=-193/99 BOT CHORD 1-4=0/56,3-4=0/56 WEBS 2-4=-463/43 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom chord bearing. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 1,15 lb uplift at joint 3 and 4 IF ( E lb uplift at joint 4. 'Y 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15.RECW 0,�, LOAD CASE(S)Standard ` _r Q n W LJ 2 �0.0802f) A°FFsst©N� L October 6 2005 A WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. M_iTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1. and securely seat. 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-z cza materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building WEBS °34 designer,erection supervisor,property owner and all O 0other interested parties. For 4 x 2 orientation,locate o �,,, 3 �3" 3 mo plates 0- 1/16"from outside o- 6 T U 4. Cut members to bear tightly against each other. edge of truss. o 5. Place plates on each face of truss at each joint and c7-8 cs-7 c5-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8, Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10, Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate WJIM ©2004 Mitek® Connected Wood Trusses. �ob Truss Truss Type Oty Ply 19166266 H03798-B V05 VALLEY 1 1 Job Reference(optional) Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 05 12:58:00 2005 Page 1 7-4-0 14-M 7.4.0 7-4-0 Scale=1:25.0 4x6= 3 6.00 12 9 10 1.5x4 11 1.5x4 11 2 4 5 1 v o ,o 3x4 1.5x4 11 1.5x4 11 1.Sx4 11 3x4 14-M 14-M LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2003ITP12002 (Matrix) Weight:401b BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 REACTIONS (Ib/size) 1=110/14-8-0,5=110/14-8-0,7=371/14-8-0,8=365/14-8-0,6=365/14-8-0 Max Harz 1=-22(load case 5) Max UpliftB=-36(load case 7),6=-36(load case 8) Max Grav 1=132(load case 2),5=132(load case 3),7=371(load case 1),8=531(load case 2),6=531(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/64,2-9=-148/31,3-9=-11/69,3-10=-11/38,4-10=-148/30,45=-83/64 BOT CHORD 1.8=0/37,7-8=0/37,6-7=0/37,5-6=0/37 WEBS 3-7=-319/11,2-8=-472/63,4-6=-472/63 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf,Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 8 and 36 lb uplift at joint 6. 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. (*detw, LOAD CASE(S)Standard � - .RED yy , 1k C?Q' T t!t ttf l 0.0802©2 O SS1© � October 6 2005 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component 0 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal / and securely Seat. or X-bracing,is always required.See BCSI1. �b' 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building WEBS °34 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T �, 3 �� o other interested parties. plates 0- /ib"from outside a y1a6 a U 4. Cut members to bear tightly against each other. edge of truss. O 0 5. Place plates on each face of truss at each joint and c7-8 cs-7 cs-s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff,spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted, Indicates location where bearings 14. Connections not shown are the responsibility of others. Z�su (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. �� MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield.MO 63017-5746 Telephone 314/434-1200 Re: 05 H03798-b Fax 314/434-5343 The truss drawings)referenced below have been prepared bN�MiTek Industries.Inc.under m} direct supen-ision based on the parameters provided by P&R Hudson. Pages or sheets covered by this seal: I9697388 thru I9697388 M-v license renewal date for the state of New York is December 31.2007. pF NEWY EN E. 0 5 F°f 9� n eu VO ,6d Jarman- 17.2006 Fos. Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitabilih- and use of this component for an}-particular building is the responsibility of the building designer.per ANSLTPI-2002 Chapter 2. o 1 T russ Truss Type �P4 05H03798-B T03 FINK 2 r REPAIR:2 TRUSSES,2.0 UNITS JC 19697388 � 1 Job Reference(optional) universal Forest Products,Hudson.NY,12534 6.200 a Jul 13 2005 Walk Industries.Inc. Tue Jon 17 14:07:12 2006 Page 1 1-1-4-0 1 5-10-4 1 13-0-0 1 20-1-12 23-6-8 1 1-4-0 5-10-4 7-1-12 7-1-12 3-4-12 4x8= Scale:114"=1'l � REPAIR:ADD CONCENTRATED LOADS TO THE TRUSS. 6.0012 1-0-0 i 300 24"X 36' OA ADD 2 X 4 SPF NO.2 1 ... ATTACH 2X4 SPF NO.2 TO ONE FACE OF TRUSS WITH CUT TO FIT TIGHT 4 A CLUSTER OF(3)tOd{3"X 0.131")NAILS IN EACH END. 18"X 36 �Y •\ \\ 15 4x4 i `�r 3x4 18"X 24" 16-0 \ � 2x511 ADD 2 X 6 SPF NO.2 \7 `3x4 it `, ;-`CUT TO FIT TIGHT 2 24"x 24� � 18"X 18 113 ,14 ® 12 HEADER AND HANGER 11 ! i� 16 9s e 3x6= BY OTHERS 501 LB 3x4= 8 LB 12 LB '3x4= 3xa`.= 3x4= 1 8-2-13 17-9-3 484 LB# 23-6-8- 8-2-13 9-6-6 ` 5-9-5 HEADER AND ATTACHMENT ATTACH A 2 X 10 X 12"SPF No.2 BLOCK BY OTHERS WITH A CLUSTER OF SIX 10d(.131"DIA.)NAILS ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"APA RATED SHEATHING 32/16 EXP 1) TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d(3"X.131")NAILS SPACED 6"O.C. FROM EACH FACE,DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED. Plate Offsets X.Y: 2:0-2-0,0-1-4 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLIL(Ground Snow=70. Plates Increase 1.15 TC 1.00 Vert(LL) -0.16 9-11 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.35 9-11 >789 240 Rep Stress Incr NO WB 0.96 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IBC2003ITP12002 (Matrix) Wind(ILL) OA3 9-11 >999 240 Weight:104lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650E 1.5E'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. [P] 4-5 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2 X 4 SPF No.2 WEBS 1 Row at midpt 3-12 WEBS 2 X 4 SPF No.2 with 2 X 4 SPF Stud with 2-12d Common(.I 48"x3.25")nails and cross brace spacing of 12-0-0 oc. REACTIONS (lb/size) 12=1728/0-5-8.8=1694/0-5-8 Max Horz 12=86(load case 6) Max Uplift 12=-243(load case 7).8=-229(load case 8) Max Grav 12=2025(load case 2),8=1813(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-413/113,3-4=-2452/326.4-5=-2203/340,5-15=-1737/300,6-15=-1941284,6-7=-65/153, 2-12=-610/114,7-8=-7924 BOT CHORD 11-12=-2452237.11-13=-125/1380,13-14=-125/1380,10-14=-125/1380.9-10=-125/1380.8.9=-156/1442 WEBS 3-11=-418213,5-11=-177/1267,5-9=-104/595,6-9=-59/671.3-12=-2410224.6-8=-2266258 NOTES ��OF NEW ,_ 1)Wind:ASCE 7-02;90mph;h=25ft:TCDL=6.Opsf:BCDL=6.Opsf:Category ll:Exp B.enclosed:MWFRS gable end zone;cantilever left and right exposed:end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. ��P��V�� �0 O'Q� 2)TCLL:ASCE 7-02:Pg=70.0 psf(ground snow):Pf=53.9 psf(flat roof snow):Category 11,Exp B:Partially Exp-Ct=1.1 3)Unbalanced snow loads have been considered for this design. * tk 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs - c non-concurrent with other live loads. n W 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M W 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 lb uplift at joint 12 and 229 lb uplift at joint 8. ado tio.077� 8)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 9)Load case(s)2.3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of OFFS g}ON ! this truss. January 17,2006 Continued on a e 2 L R ARMNO-Verily design parameters and READ NOTES ON TWS AND MC LUDED M1TEK REFERMIC8 PADS AW 7473 BEFORE USE. Suite i1300 utx Forty. Design:aid For u.e ant nth ,Tel corn ctor,TN,.deagn e based ont.upon parameter:J-,o zn and a for an indi clual building c on npo ent Chesterfield.MO 63017 -pplicobtlit of devgn parorr,cn!er and proper incorporation of c on�ponant c re:ponabl l of bu�ldmq dc;gncr not tru;,de:gr�r&sang;tro.n ,for lateral support of indi.idual eb noemben onl: -ddihonol ternporar.bracing tolrrure,tabmt. Of lt� eras for -ddihonal permanent bracing of the o.erall strut ture i,the re:pcnubilt of the building deagner For general guidance regarding Mi mr fobncahon.quaht control.;forage,deb et erection and bracing.consult ANSI/T►II Qudly Cre da.DSl-89 and 8CS11 6Wlding Componet9 Sahly IMonnaHon a.ailobe,from,Trus,Plate Institute,58"D'Onofno Dn.e,`.tadcon.:.l i;I TE— Truss russ ype ty y 196973884 05H03798-B T03 FINK 2 1 I __ Job Reference(optional) Untversal Forest Products.Hudson.NY.12534 6,200 a Jul 13 2005 Weil Industries.Mr. Tue Jan 17 14:07:12 2006 Page 2 I 1. NOTES 10)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)589 lb down and 80 lb up at 8-2-13,546 lb down and 77 lb up at 17-9-3,and 11 lb down and 1 lb up at 11-6-0,and 16lb down and 2 lb up at 14-6-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(6). j LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 l Uniform Loads(plf) Vert:8-12=-13.1-2=-85.2-5=-85,5-7=-85 Concentrated Loads(lb) Vert:11=-501(F)9=-484(F)13=-8(F)14=-12(F) 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-12=-13,1-2=-121,2-5=-121.5-7=-13 j Concentrated Loads(lb) Vert:11=-589(F)9=-546(F)13=-11(F)14=-16(F) 3)Unbal.Snow-Right:Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(plf) Vert:8-12=-13,1-2=-13,2-5=-13,5-7=-121 Concentrated Loads(lb) Vert:11=-589(F)9=-546(F)13=-11(F)14=-16(F) I 7i45 I i i Ii I i I i I I i I I I I I WARMNO Vert/y design parvmetera and READ NOTES ON TNMS AND IMMI DED Mf EK REFERENCE PAGE MB 7473 BEFORE USE. Suite M300 utW Fes' Deign.drd for uz ON .ith'.iTel connector,Tri.deign r,based ant upon parameter -,no,n.and s for an iridi dual building cor;.ponent chesterfield.MO 63017 -ppkcobht of desgn porarrienter and proper Incorporation of con-poneni r,rezponabht of buikLng do:,gner-not tru-s de:Agner Boang sho,.n ,zfortateral>upportof,nd,.tdual:.ebrr,en,ber;onl =dtl,honai ten-,porar brocingtolnwreaobl,t.durrngconshuchailsther -pons,biit ofthe erector cichllonal permanent bracing of the o.erall;iructure r:the.respon;,bat of the bWc1rng de.,gner For general guidance regarding MTek' � brication.quallt confrol.:forage,del.en.erection and bracing.consult ANSI(TP11 Quality CrBerlo,DSB49 and BCSII BuBdinq Component fa Sdety Infermahon a.a,lable from Truzs Plate Imfitute.58.D'Onofrro Dr,e.',`.adron.7J 5�-l0 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14_ 3/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4 8 dimensions shown in ft-in-sixteenths Dimensions are in ft4n-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g. and securely seat. diagonal or X-bracing,is always required. See BCSI1. 2. Never exceed the design loading shown and never 0.1 ��ts� 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS c1-2 c2-3 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and o WEBS4 4 all other interested parties. *For p 4. Cut members to bear tightly against each other. For 4 x 2 orientation,locate plates 0-'na'from outside a 5. Place plates on each face of truss at each edge of truss. 0 c7-8 c6-7 ce-e O joint and embed fully.Knots and wane at joint BOTTOM CHORDS ~ locations are regulated by ANSI/TPI1. This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. connector plates. *Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 perpendicular to slots.Second camber for dead load deflection. dimension is the length parallel to slots. 10.Plate type,size,orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11.Lumber used shall be of the species and size,and Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects,equal to or better than that by text in the bracing section of the specified. output. Use T,I or Eliminator bracing ICBO 4922,5243,5363,3907 if indicated. 12.Top chords must be sheathed or purlins provided at s SBCCI 9667,9730,9604B,9511,9432A pacing shown on design. BEARING 13.Bottom chords require lateral bracing at 10 ft.spacing, Indicates location where bearings or less,if no ceiling is installed,unless otherwise noted. (supports)occur. Icons vary but 14.Connections not shown are the responsibility of others. reaction section indicates joint _ — number where bearings occur. ® _ 15.Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: Nil i 16.Install and load vertically unless indicated otherwise. ANSI/TPII: National Design Specification for Metal MiTek Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, s Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 0 2004 MkTek® ob . russ Truss Type ty Ply o5Ho37sa e To3 FINK 1 1 REPAIR:2 TRUSSES,2.0 UNITS JC 196973881 Job Reference(optional) Unrversal Forest Products,Hudson,W,12534 6.200 a Jul 13 2005 IATek Industries,Inc. Tue Jan 17 14:01:20 2006 Page 1 -1-4-0+ 5-10-4 F 13-0-0 } 20-1-12 { 23-6-8 1-4-0 5-10-4 7-1-12 7-1-12 3-4-12 ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"APA RATED SHEATHING 32/16 EXP 1) 48= Scale:1/4"=1' TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d(3"X.131")NAILS SPACED 6"O.C. REPAIR:REMOVE 36"SECTION FROM THE BOTTOM CHORD. FROM EACH FACE,DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED. 5 18"X 24" 3x10 i S � CUT ONE TRUSS ONLY AND 6.00 12 a 6 \\ HEADER TO ADJACENT TRUSSES \\ \\\\ 15 HEADER AND HANGER 4x4 3x4 BY OTHERS / 3 t 6 -- ------ 2x5 11 \ \\ 7 3x4 II � ,\ � REMOVE SECTION �\\ 14 13 122►• 11 10 9 8 I 3x6= 3x4= -` 3x4- 3x4= 3x4= HEADER AND ATTACHMENT BY OTHERS 8-2-13 F 11-6-0 14-6-0 1 17-9-3 _ 23-6-8 8-2-13 3-3-3 3-0-0 3-3-3 6-9-5 Plate Offsets(X,Y): 5:0-4-0.0-1-12 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.85 Vert(LL) -0,05 13-14 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.28 Vert(TL) -0.13 13-14 >754 240 TCDL 10.0 Rep Stress Incr NO WB 0.29 HOrz(TL) 0.04 9 n/a n1a BCLL 0.0 Code IBC2003ITP12002 (Matrix) Wind(ILL) 0.05 13-14 >999 240 Weight:101 lb BCDL 10.0 LINtABER BRACING TOP CHORD 2 X 4 SPF 2140F 1.8E`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, [P] 4-5 2 X 4 SPF No.2 except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 5-13,5-9 with 2 X 4 SPF Stud with 2-12d Common(A 48"x3.25")nails and cross brace spacing of 20-0-0 oc. REACTIONS (lb/size) 12=3/0-1-8,13=1002/0-3-8,9=968/0-3-8,14=363/0-5-8,8=28/0-5-8,11=11/0-1-8 Max Horz 14=86(load case 6) Max Uplift 13=-60(load case 6),9=-18(load case 6),14=-114(load case 7),8=-112(load case 2) Max Grav 12=16(load case 6).13=1177(load case 2),9=1090(load case 3),14=591(load case 2),8=168(load case 3), 11=23(load case 4) I I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104.2-3=-282/106,3-4=-26/329,4-5=-10/492,5-15=-1/498,6-15=-25/312,6-7=-45/178,2-14=-532/109, 7-8=-54/24 BOT CHORD 13-14=-150/143,12-13=0/0,10-11=0/0,9-10=0/0,8-9=-145/88 WEBS 3-13=-777/79,5-13=-547/6,5-9=-566/20,6-9=-685/50.3-14=-86/300,6-8=-i59/263 NOTES i 1)Wind:ASCE 7-02:90mph:h=25ft:TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow):Category 11:Exp B;Partially Exp.;Ct=1.1 OF NF�y 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof bad of 53.9 psf on overhangs eN c non-concurrent with other live loads. Al O� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,11. r_- IJLJ tZ. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 13,18 lb uplift at joint 0 9,114 lb uplift at joint 14 and 112 lb uplift at joint 8. is ,¢ 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. C? LOADCASE(S) Standard 0 �p 077A''A R��ESSi0�P� January 17,2006 j i WARNING-V"Vy design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE AM 7473 BEFORE USE. 14615 N.Outer Forty. v DES n ald for use onl -,tlh irel c orxnec for:TN:dt;� n is based ont u on ra rr,cier;:ho-:n.and r,for an r-di.rdual builds corn onent suite#300 9 9 P pa n9 P GhesterfiNd.MO 63017 -ppYcnlbilit.oFdeagn parorc nters and proper incorporafiorn of corr�per>Ent n re ponakxht-of buikiing dcagner-not trv;>tleagner.&sung sho--n i-for latera(support of inch edual ebrfiembersonl dditlonal terrporar bracing toinme,,tobilif dung ccny- ucha is its resporrltxl4t...of fhe erector -ddshonal permanent bracing of the overall,truc ture r,the re ponJbikt of ftrr builrLng devgner For general guidance regarding ME fobricatiw,quallf control. toroge,deY er erection and bracing consult ANSI/TPII OucNty Crteria,DSB-89 and 6CSI1 Suildny Component MTek' Sdeh IrYermalfen a;adable from Trus;Plate Institute,583 D'Onofno Dn e'.':odi.on s-i I�i-1� .. MiTek° MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Re: 05H03798-b Telephone 314/434-1200 Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by P&R Hudson. Pages or sheets covered by this seal: I9118504 thru I9118507 My license renewal date for the state of New York is December 31,2007. OF NEW)- ,`Q O * R r � n w m w 2 �0.077Arotk Ct7 A9°F�set��P� September 28,2005 Fox, Steve 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 ANSUTPI-2002 Chapter 2. Job Truss Truss Type — Ob Ply - - - 05H03798-B H01GR HIP -1 2 REPAIR:4 TRUSSES,2.5 UNITS JC - 6.200 s Jul 13 2005 MITek Industries,Inc. Wed Sep 28 07:58:55 2005 Page 1 -- __ �_ Job Reference optional) _ Universal Forest Products,Hudson,NY,12534 - -1-4-0 _ 4-2-13 7-7-3 - _ _11-3-0 14-9-0 18-4-13 _-21-9-3 _�-- 26-0-0 27-4--0 1-4-0 4-2-13 346 3-7-13 3-6-1 3-7-13 3-4-6 4-2-13 1-4-0 REPAIR:PLATES MISSING FROM ONE PLY ONLY AT JOINT 12. scale=1:47.2 REPAIR:A 1-1/2"HIGH BY 6"LONG SECTION IS DAMAGED IN THE PILOT HOLES SHALL BE DRILLED FOR THE INSTALLATION OF ALL WOOD SCREWS. BOTTOM CHORD AT JOINT 2 ON ONE PLY ONLY. THE DIAMETER OF THE HOLES SHALL CONFORM TO NDS-2001 SEC.11.1.4 4x10 MT18H= 6-0-0 4x10 MT18H=- f 1.5x4 !I 3x4= 4 ISZi ISc. 7 ��- 6x12 8.00,12 8 3x4 i 79 f 48)-- 3 .6 12" 26 18"X 18" 9 101 �1 n 0 4x6 5x12% 18 20 17 16 15 14 13 12 8 ! 2x5 6x8= 3x10= 6x8=5x6 6x8= 2x5 j 5x6 ATTACH 2 LAYERS 3/4"PLYWOOD OR OSB GUSSET(23(32"APA RATED SHEATHING 48/24 EXP 1) TO DAMAGED SIDE OF TRUSS WITH TWO ROWS#12(.216"DIA.)X 3"WOOD SCREWS 3"ON CENTER. GLUE PLYWOOD LAYERS TOGETHER PRIOR TO ATTACHING TO TRUSS. DO NOT USE DRYWALL OR DECKING TYPE SCREWS. \ TOTAL SCREWS PER MEMBER F_ 4-2-13 7-7-3 �_- 11-3-0 14-9-0 18-4-13__. 21-1-1 23-9-4 2"-0 26-0-0 - - - - 4-2-13 3-4-6 3-7-13 3-6-1 3-7-13 2.8-3 2-8-3 0-2-12 2-" Plate Offsets(X,Y): f2:0-4-9,0-2-81,j4:0-6-8,0-1-12j,[7:0-6 ~LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.77 Vert(LL) -0.28 15-16 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC TCDL 10.0 0.61 1 Vert(TL) -0.39 15 16 >740 240 MT18H 197/144 j BCLL 0.0 Rep Stress Incr NO WB 0.88 1 Horz(TL) 0.09 11 n/a n/a Code IBC2003ITP12002 (Matrix} Wind(LL) 0.08 16 >999 240 Weight:294lb BCDL,_ 10.0 - --- LUMBER BRACING TOP CHORD 2X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins,except BOT CHORD 2 X 6 SYP 240OF 2.0E 2-0-0 oc purlins(3-2-5 max.):4-7. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing, Except: WEDGE 6-0-0 oc bracing:9-11. Left:2 X 4 SYP No.3 4 REACTIONS (lb/size) 2=4281/0-5-8,11=4760/0-5-8 Max Harz 2=-21(load case 5) Max Uplift2=-607(load case 6),11=-647(load case 5) Max Grav2=5802(load case 2),11=6385(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/102,2-3=-1 143011257,3-1 9=-1 0817/1217,4-19=-10712/1227,45=-10907/1264,5-6=-10906/1264,6-7=-1 043311 21 7, 7-8=-8917/1042,8-9=-1256/252,9-10=0/98 BOT CHORD 2-18=-1112/10039,18-20=-1112/10039,17-20=-1112/10039,16-17=-1086/9727,15-16=-1178/10432,14-15=-886/7944, 13-14=-886/7944,12-13=-832/7451,11-12=-832/7451,9-11=216/1093 WEBS 3-18=-39/282,3-17=-469/43,4-17=-356/3041,4-16=-234/1968,5.16=-392/41,6-16=-76/697,6-15=-914/96,7-15=-420/3638 7-13=-150/1275,8-13=-153/1298,8-11=-8352/881,8-12=-189/33 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. fA' Bottom chords connected as follows:2 X 6-2 rows at 0-7-0 oc. OF NS►V Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(BX unless otherwise indicated. r -{- 3)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left an right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B-,Partially Exp.;Ct=1.1 t- i' CC C 5)Unbalanced snow loads have been considered for this design. W 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs Z non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. Z�S�f� (I77 t0ta 8)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads- A 9)All plates are MT20 plates unless otherwise indicated. �S'QFESSt©N� 10)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. Continued on_page 2 September 28.2005 - -- - - --- - _ - ®WARNING-Verify design parametem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols ri System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. WEBS c� 4 3. Provide copies of this truss design to the building 4 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �,� �,�� Cc other interested parties. plates 0-1/16"from outside O Lbw 0 4. Cut members to bear tightly against each other. edge of truss. � 5. Place plates on each face of truss at each joint and c7-8 c6-7 ca-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector plates. b. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9• Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design, if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. U14 (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior L�p reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ! ©2004 Mitek® Connected Wood Trusses. ;Job jTruss Universal Forest Products,Hudson,H01GR 19118504 HIP 1 Job Reference o Gonal { udson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Sep 28 07:58:55 2005 Page 21 NOTES 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 647 lb uplift at joint 11. 12)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Design assumes 4x2(Flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1348 lb down and 158 lb up at 6-35,and 902 lb down and 106 lb up at 19-8-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-85,4-7=-85,7-10=-85,2-20=-13,12-20=-355(F=-342),9-12=-13 Concentrated Loads(lb) Vert:12=-661(F)20=-988(F) i i i i I i i I i I I i i I I i I I I i i I I i i I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofra Drive,Madison,WI 53719. I Symbols Numbering Systems PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII. �/16, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses, 4 3. Provide copies of this truss design to the building WEBS °34 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �,� 3 �,�� o other interested parties. 3 plates 0- /1a"from outside ylp6 U 4. Cut members to bear tightly against each other. edge of truss. 0 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s OF embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings NLL6 (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate LAI ©2004 Mitek® Connected Wood Trusses. e � Job -- - Truss Truss Type - i Oty Ply j - - 05H03798-B H05 HIP 1 1 ', REPAIR:4 TRUSSES,2.5 UNITS JC 19118505 -- _ - - - -- -_- - - rJob Reference o tional) li Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Sep 28 07:58:55 2005 Page 1 -1�-0 5-3-1 10-2-10 15-9-8 23-6-8 1-4-0 5-3-1 4-11-9 5-6-14 7-9-0 APPLY 2X4X6'SPF NO.2 SCAB TO BOTH SIDES OF TRUSS Scale=1:43.9, Repair Condition:web has damaged section 1-0-0 long starting 2-8-0 below joint 4. CENTERED ON DAMAGE WITH 2 ROWS OF 10d(3"X 0.131") NAILS SPACED 6"O.C.FROM EACH FACE. ADD 2 X 4 SPF N0.2 6.8= 4 --� � 5 4x8= CUT TO FIT TIGHT., - 16 6.00[12 3x4 3x4 �� �O 15 6 ?� 4x6 / 7 N 4x6% / 2 9 , I iiiJJJ j 14 13 12 11 10 9 8 2x5 II 3x6 3x4= 3x4= 3x8= 04= 2x5 II i 5-3-11 - --1- -- 10-2-10 15-8 --- --- —.23-6-8 — - 5-3-1 4-11-9 5-6-14 7-9-0 Plate Offsets(X,Y): [2:0-3-0,0-1-8],[4:0-4-2,Edge),[5:044,0-1-15] LOADING(psf) �— SPACING 14-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 1 (Ground Snow=70.0) TC 0.68 Vert(LL) -0.07 12-13 >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.11 10-12 >999 240 BCLL 0.0 1 Rep Stress Incr YES WB 0.34 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code IBC2003lrP12002 (Matrix) Wind(LL) 0.03 10-12 >999 240 Weight:114lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-9 cc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-0-0 oc pudins(4-10-2 max.):4-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 6-0-0 oc bracing:13-14. WEBS 1 Row at midpt 4-10 with 2 X 4 SPF Stud with 2-12d Common(.148"x3.25")nails and cross brace spacing of 20-0-0 cc. I REACTIONS (lb/size) 14=1275/0-5-8,8=1141/Mechanical Max Harz 14=77(load case 6) Max Up1ift14=-172(load case 7),8=-140(load case 8) Max Grav 1 4=1 614(load case 2),8=1327(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension 1 TOP CHORD 1-2=0/104,2-3=-1909/188,3-15=-1585/160,4-15=-1348/175,4-5=-1090/160,5-16=-1101/167,6-16=-1298/160, 6-7=-1 179/139,2-14=-1565/162,7-8=-1291/134 BOT CHORD 13-14=-91/218,12-13=-162/1579,11-12=-135/1308,10-11=-135/1308,9-10=-79/974,8-9=-13/60 WEBS 3-13=-230/34,3-12=-329/119,4-12=-59/276,4-1 0=-438/122,5-1 0=-1 27/130,2-13=-93/1388,6-10=-43/428,6-9=-574/45, 7-9=-99/1095 NOTES of NE�V 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and Q G\iEN e fi Q right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. , C`i 0 '} 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 02 ' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs r non-concurrent with other live loads. _ t1! 5)Provide adequate drainage to prevent water ponding. lrt 2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Zr tayea. .,, 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 0, Cfi j Ilk8)Refer to girder(s)for truss to truss connections. O 1r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 14 and 140 lb uplift at joint A0 077 8. S%ON 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 _ - _ _ _ -- September 28 2005 p WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors,This design Is based only upon parameters shown,and is for on individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek . Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System s PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g.diagonal and Securely Seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. M WEBS ca. 4 3. Provide copies of this truss design to the building oC designer,erection supervisor,property owner and all O . r `° other interested parties, *For 4 x 2 orientation,locate v �,., 3 �'' 0 plates 0-'/16"from outside a 6 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7-8 c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of Slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Connections not shown are the responsibility of others. Indicates location where bearings NrIA (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior 17 reaction Section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V\/\i�� e - - -- — - Job (Truss —Truss Type Qty ply ' Universal Forest Products H H05 HIP 1 1 C p � — 19118505 Job Reference o tional udson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Sep 28 07:58:56 2 005 Page 12 V NOTES 11)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 12)Repair Condition:web has damaged section 1-0-0 long starting 2-M below joint 4. LOAD CASE(S) Standard I � i i i i i i ( I I � i I I I i I I I it I i i I I I I I I i WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System rSafety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. ' 6-4-8� dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. II Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. 7 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building WEBS designer,erection supervisor,property owner and all O other interested parties. *For 4 x 2 orientation,locate 0 �,., 3 ��' 3 00 plates 0- 1/16"from outside n ��6 " U 4. Cut members to bear tightly against each other, edge of truss. o a 5. Place plates on each face of truss at each joint and c7-e c6-7 ce-6 embed fully.Knots and wane at joint locations are *This Symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others. Indicates location where bearings t�su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate , ©2004 Mitek® Connected Wood Trusses. L a Job ;Truss Truss T e ;1 ty Y 1 REPAIR:4 TRUSSES,2.5 UNITS JC 191185061 YP Q -TPI 105H03798-B IH07 ',HIP Job Reference o tional - - S� Z F - - 28 07:5 Universal Forest Products,Hudson,NY,12534 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Sep 8:56 2005 Pa-geh ��Q-f - 7 6 10 - -� - 13-0-1 -' - 18 5 8 �- 23-6 8----- - 1-4-0 7-6-10 5-5-7 5-5-7 5-1-0 1 = Repair Condition:Missing or damaged plate(s)on both side(s)of truss at joint(s)4. Scale 1:43.0 6x8= 1.5x4 6x8= 3 14 5 6.00 F12 13 18"X 18 cl 6 rn 5x12 ( o 2 / ! 9 �I 12 11 10 9 8 7 3x4 'I 3x8= 3x10_ 3x4= 4x4= 2x5 ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"APA RATED SHEATHING 32/16 EXP 1) TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d(3"X.131")NAILS SPACED 6"O.C. FROM EACH FACE,DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED. 7610 13-01 1858 -� 2368 -- - 7-6-10 5-5-7 5-5-7 5-1-0 F Plate Offsets(X,Y): [2:0-4-14,0-2-8],[3:0-4-2,Edge],[5:0-4-2,Edge] [(M,?4,0-2-0],[11.0-3-8,0-1-8] LOADING(psf) SPACING 1-4-0 CSI i DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.95 Vert(LL) -0.09 10-11 >999 360 MT20 197/144 TCrDLnd Snow=7 00o Lumber Increase 1.15 BC 0.42 Vert(TL) -0.13 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code IBC2003lTP12002 (Matrix) Wind(LL) 0.03 11-12 >999 240 Weight:105lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except 5-6 2 X 4 SPF No.2 end verticals,and 2-M oc purlins(4-3-12 max.):3-5. BOT CHORD 2 X 4 SPF No.2 90T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF No.2*Except* ll oc bracing:11-12. 2-12 2 X 6 SPF 1650F 1.5E I li REACTIONS (lb/size) 12=1279/0-5-8,7=1137/Mechanical Max Harz 12=69(load case 6) Max Upliftl2=-173(load case 7),7=-140(load case 8) Max Grav 12=1697(load case 2),7=1432(load case 3) I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/110,2-13=-2050/180,3-13=-1698/193,3-4=-1845/211,4-14=-1845/211,5-14=-1838/211,5-6=-1471/156, 2-12=-1640/161,6-7=-1391/133 BOT CHORD 11-12=-104/504,10-11=-188/1659,9-10=-133/1228,8-9=-133/1228,7-8=-9/105 WEBS 3-11=-99/117,3-10=-73/595,4-10=-747/82,5-10=-110/959,5-8=465/41,2-11=-126/1197,6-8=-135/1226 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf,BCDL=6.Opsf;Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow),Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 OF NEF 3)Unbalanced snow loads have been considered for this design. '< v EN E 0 0 4}This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. rij rJ - ' 5)Provide adequate drainage to prevent water ponding. yy 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. j 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. r- ;;; .' CC tU 8)Refer to girder(s)for truss to truss connections. 0 to 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 12 and 140 lb uplift at join - .1 7. ,9 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Vp 07T�6� A � 11)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-10d nails. 12)Repair Condition:Missing or damaged plate(s)on both side(s)of truss at joint(s)4. A�PeSS104 LOAD CASE(S)standard September 28,2005 ®WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering Systemr I Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required,See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building WEBS °34 designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �i,� �,�� o other interested parties. 3 plates 0- 1/16"from outside "6 a U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s O� embed fully.Knots and wane at joint locations are _ *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is anon-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others. Indicates location where bearings Z�su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16, Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ® ©2004 Mitek® Connected Wood Trusses. -- Trob uss Type - -- - - -- - cityJ Truss PI Y _ 05HO3798-B H08 HIP REPAIR:4 TRUSSES,2.5 UNITS JC 19118507, 1 1 1 1 iJob Referenc optional) 6.200 s Jul 13 2005 M k Industries,Inc. Wed Sep 28 07:58:57 2005 Page _- e Universal Forest Products,Hudson,NY,12534 1 14-0+- 6-2-10 13-0-1 19 9-8 _ _ 23 6-8 1-4-0 6-2-10 6-9-7 6-9-7 3-9-0 Scale=1:43.3I Repair Condition:Missing or damaged plate(s)on both side(s)of truss at joint(s)4. .6x8= 1.5x4 II 6x8= 3 6.00 T2 -� _ 4 1 5 46 24"X 18" r 6 I � 5x6 N 2 v i - I I _ I 12 11 10 9 8 7 3x4 i i 3x8= 48 3x4= 3x6= 1.5x4 I ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"APA RATED SHEATHING 32/16 EXP 1) TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d(3"X.131")NAILS SPACED 6"O.C. FROM EACH FACE,DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED. I 6-2-10 13-0-1- __._ 19-9-8 23-6r8 I 6-2-10 6-9-7 6-9-7 3_9q Plate Offsets(X Y): [2:0-3-0,0-1-12],[3:04-2,Edge],[5:0-4-2,Edge], , LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 5 69 Plates Increase 1.15 TC 0.97 Vert(LL) -0.14 10-11 >999 360 MT20 197/144 (Ground Snow--7 Lumber Increase 1.15 BC 0.48 V L -0.21 10-11 >999 240 TCDL 10.0 ert ) BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.04 7 We We BCDL 10.0 Code IBC2003/TP12002 (Matrix) Wind(LL) 0.05 10-11 >999 240 Weight:101 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals,and 2-0-0 cc pudins(2-2-0 max.):3-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. i i i i REACTIONS (lb/size) 12=1275/0-5-8,7=1 141/Mechanical Max Horz 12=64(load case 6) j Max Upliftl2=-173(load case 7),7=-143(load case 5) li Max Grav 12=1718(load case 2),7=1477(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/104,2-3=-2145/215,3-4=-2319/268,4-13=-2320/268,5-13=-2314/268,5-6=-1368/155,2-12=-1670/163, 6-7=-1458/141 BOT CHORD 11-1 2=-80/285,10-11=-212/1793,9-1 0=-1 39/1206,8-9=-139/1206,7-8=32/24 WEBS 3-11=-186/93,3-10=-106/875,4-10=-940/100,5-10=-161/1383,5-8=-685/67,2-11=-160/1523,6-8=-156/1382 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf-,Category 11;Exp B;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. Q 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs EN non-concurrent with other live loads. �t #� FQ 5)Provide adequate drainage to prevent water ponding. Cj Gj -j- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Refer to girder(s)for truss to truss connections. W j 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 12 and 143 lb uplift at Jolt , Z i 7 10)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIlTPI 1. 11)Design assumes 4x2(flat orientation)purlins at cc spacing indicated,fastened to truss TC w/2-10d nails. 12)Repair Condition.Missing or damaged plate(s)on both side(s)of truss at joint(s)4. ©, a 0771� r LOAD CASE(S)Standard ��fiF S St© P -- -- September 28,2005 ®WARNING-Vmyti ,design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. M iTe k Symbols Numbering System AGeneral PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -111 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated, 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1, and securely seat. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 cz-s materials on inadequately braced trusses. WEBS c�,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate 0 3 ��� c6 cr other interested parties. U 3 plates 0- /1e"from outside IL �b6 4. Cut members to bear tightly against each other. edge of truss. a_ 5. Place plates on each face of truss at each joint and c7-8 ce-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII I. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. U14 (supports)occur.Icons vary but 15, Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate • ©2004 Mitek® Connected Wood Trusses. POQI t � NO Grp A -�S C.'-WED Uh 0 8 2005 vND CODE till+ }f Dhi E tiv4.1 k 11.1l�,d.. 3 i f i 1 loco o�A y toeJ 1 t SEPttG ' -rA0 K. .4 140 I- 4.41C �� Vi ,)SE i f � t s ``�. V4 v� r.- -t Permit Nu REScheck Compliance Certificate ecx By to New York State Energy Conservation Construction Code RES check Sogware Version 3.6 Release 2 Data filename: C:\Documents and Settings\Tanya\My Documcnts\ARCHITECTURAL\SHEERER\Untitled.rck PROJECT TITLE: Sheerer Residence COUNTY: Waxen STATE: New Yoik HDD: 7635 CONSTRUCTION TYPE: Detached 1 or Family HEATING TYPE.Non-Electzic WINDOW /WALL RATIO: 0.12 DATE: 07i 19/05 DATE OF PLANS: July 1, 2005 PROJECT DESCRIPTION: 2X6 Wood Construction Raised Ranch to be built on Existing Foundation. New Partial Foundation for garage with Master suite above. DES IGNER/CONT RACTOR: Tanya L.B. Bruno Architectural Planning Consultant PROJECT NOTES: Original Plans and Building Permit Issued in 1991. Foundation inspected and passed at that time by Queensbury, COMPLIANCE: Passes Maximum UA=434 Your Horne UA= 389 10.4% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Ceiling 1: Flat Ceiling or Scissor Truss 1600 38.0 0.0 48 Wall 1: Wood Frame, 16" o.c. 3010 19.0 0.0 158 Window is Wood Frarne:Double Pane with Low-E 53 0.320 I7 Window 2: Wood Frame:Double Pane with Low-E 15 0.320 5 Window 3: Wood Frame:Double Pane with Low-E 13 0.320 4 Window 4: Wood Frame:Double Pane with Low-E 13 0.320 4 Window 5: Wood Frame:Double Pane with Low-E 15 0.320 5 Window 6: Wood Fr3rne:Double Pane with Low-E 17 0.320 5 �..J ____ __ . _. Window 7: Metal Frame with Thermal Break:Double Pane with Low-E 30 0.320 10 Window 8: Wood Frame:Double Page with Low-E 9 0.320 3 Window 9: Wood Frame:Double Pane with Low-E 10 0.320 3 Window 10: Wood Frame:Double Pane with Low-E 36 0.320 12 Window 11: Vinyl Frame:Double Pane with Low-E 21 0.320 7 Window 12: Wood Frame:Double Pane with Low-E 11 0.320 4 Window 13: Wood Frame:Double Pane with Low-E 11 0.320 4 Window 14: Wood Frarne:Double Pane with Low-E 11 0.320 4 Window 15: Wood Frame:Double Pane with Low-E 11 0.320 4 Window 16: Wood Frame:Double Pane with Low E 11 0.320 4 Window 17:Wood Frame:Double Pane with Low E 11 0.320 4 Window 18: Wood Frdme:Double Pane with L.owE 11 0.320 4 Door 1: Solid 20 0.340 7 Door 2: Glass 40 0.350 14 Basement Wall 1: Solid Concrete or Masonry 430 0.0 7.0 38 Wall height: 3.0' Depth below grade: 3.0' Insulation depth: 3.0' Floor l:All-Wood Joist/Truss:Over Unconditioned Space 585 30.0 0.0 19 Floor 2: All-Wood Joist/Truss:Over Outside Air 65 30.0 0.0 2 Fumace 1: Forced Hot Air, 78 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. /� Builder/Designer c� Date 693 t5 Tanya L.B.Bruno Architectural Planning Consultant FAX: To John OBrien RE: Sheerer Residence RESCheck Compliance 3 PAGES TOTAL Please adjust your files to include these updated pages, Thanks! 119 Gumey Lane Queensbury,NY 12804 Phone:518-222-4973 Fax:518-793-3380 TBmnDConsultanl@aol.com REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Soflware Version 3.6 Release 2 DATE: 07/05/05 PROJECT TITLE: Sheerer Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: [ ) 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. 4— enco t Wall 1: Solid Concrete or Masonry, 3.0' ht/3.0'bg/3.0' insul, 4 ntinuous insulation omments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-fcctors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ) ( 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? j ]Yes [ ]No Comments: [ ) 3. Window 3: Wood Frame:Double Pane with Low-E. U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? j )Yes [ ]No Comments: [ ) 4. Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-fcctors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ )No Comments: [ ] 5. Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ )Yes [ ]No Comments: [ ] 6. Window 6: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ) 7. Window 7: Metal Frame with Thermal Break:Double Pane with Low-E, U-fictor: 0.320 For windows without labeled U-factors, describe fixtures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 8. Window 8: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-fictors, describe features: #Panes Frame Type Thermal Break? [ )Yes [ ]No Comments: [ J ) 9. Window 9: Wood Frame:Double Pane with Low-E, U-fictor: 0.320 For windows without labeled U-fictors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 10. Window 10: Wood Frame:Double Pane with Low-E, U-fictor: 0.320 For windows without labeled U-fictors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 11. Window 11: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: C #Panes Frame Type Thermal Break? [ ]Yes { )No Comments: [ ] 12. Window 12. Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 13. Window 13: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? j ]Yes [ ]No Comments: [ ] 14. Window 14: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: y #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 15. Window 15: Wood Frame:Double Pane with Low-E, U-fictor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 16. Window 16: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ }Yes [ ]No Comments: [ ] 17. Window 17: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: j ] 18. Window 18: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: { } 1. Door 1: Solid, U-factor: 0.340 Comments: [ J I 2. Door 2: Glass, U-factor: 0.350 Comments: Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation I Comments: [ ] I 2. Floor 2: All-Wood Joist/T russ:Over Outside Air, R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1: Forced Hot Air, 78 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and Boors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-€actors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I The HVAC system must provide a means frr balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required f)r each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ) Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulatin2 Mains and Runouts Temperature f Fl LID to V Up to 1.25" 1.5" to 2.0" Qygr2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tye Range(F) 2"Runouts 1" and Less 1.25" to 2" " Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(fDr feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only)