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2012-071
TOWN OF QUEENSBURY 4,0 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120071 Application Number: A20120071 Tax Map No: 523400-315-006-0001-031-000-0000 Permission is hereby granted to: MICHAEL DAVID GREENSTEIN For property located at: FOUNDERS Way 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. Type of Construction Value Owner Address: MICHAEL DAVID GREENSTEIN Fireplace LAURA GRAHL Garage Attached 265 S FEDERAL HIGHWAY#307 Single Family Dwelling 5750,000.00 DEERFIELD BEACH, FL 33441-00C Total Value $750,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2012-071 5488 sq ft single family dwelling & 1009 sq ft garage& 1 fireplace $1,249.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, March 05, 2013 (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 the wn of uee ur J i,! • ,March 05, 2012 e/"V SIGNED BY V ■ for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development- Building&Codes (518)761-8256 BUILDING PERMIT ikeaguiLk Permit Number: P20120071 Application Number: A20120071 Tax Map No: 523400-315-006-0001-031-000-0000 Permission is hereby granted to: MICHAEL DAVID GREENSTEIN For property located at: 10 FOUNDERS Way 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. Type of Construction Value Owner Address: MICHAEL DAVID GREENSTEIN Fireplace LAURA GRAHL Garage Attached 265 S FEDERAL HIGHWAY#307 Single Family Dwelling $750,000.00 DEERFIELD BEACH, FL 33441-000 Total Value $750,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2012-071 $50 permit RENEWAL fee paid thru 3/5/2014 5488 sq ft single family dwelling & 1009 sq ft garage & 1 fireplace $1,249.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,March 05, 2014 (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 the To f Que sbu ; M 141, i , ,i,March 05,2012 Alr SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY .41111bi. 742 Bay Road,Queensbury, 12804-5902 (518)761-8201 �_ Y 'Q �Y, � ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120071 Date Issued: Monday, June 10, 2013 This is to certify that work requested to be done as shown by Permit Number P20120071 has been completed. Location: 10 FOUNDERS Way Tax Map Number: 523400-315-006-0001-031-000-0000 Owner: MICHAEL DAVID GREENSTEIN Applicant: MICHAEL DAVID GREENSTEIN This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property �d 45t owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. . � OFFICE SE ONLY ' Ell WE TAX MAP NO. 3I S• /131` PERMIT NO. /2— O? / • FEES: PERMIT /.7 – , FEB RECREATION ENGINEERING S r 2 3 2012 (If applicable) ENSBURY PRINCIPAL STRUCTURE: APPLICATION FOR ZONING A '• . : • i A c PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. <^�,� APPLICANT/BUILDER: _I1� iS Ll, OWNER: X11- i CJ 43 Qo0ie51}S ke `T9-pc- ADDRESS: _Qyzgpe ADDRESS: PHONE NOS.__9s4_-Lima-3 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: a (JJ__ _PHONE: S? S O)' O LOCATION OF PROPERTY: _10 rj1UN9 �� t _n"... = Ivy "2604 HAS THERE BEEN A SITE PLAN REVIEW: VARIANCE OR SUBDIVISION APPROVAL? ❑ YES E NO IF SO. INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p c a I 0 I- APPLY TO YOUR Z j O u) O co PROJECT C w 0 W � � O � w Q w1U W o � CJ Z d ►- F O � CC wZ z a a — u) /� cV «J O � i- U_ CL 206 SINGLE FAMILY ✓ 41g14 2 fi°6`t, �� �3.'(�` l 09, -- TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL GARAGE(13)ATTACHED, I I� 1 ( 1`�" ` 6 OTHER- C. .Rieu-I I 2 I 2,90) Town of Queensbury* Community Development Office '° 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: 1.4 A ESTIMATED CONSTRUCTION COST:_ ---619_,_(20:) FUEL TYPE: 14411-• HEAT TYPE: AOr PI- *HOW MANY FIREPLACE(S):___l AND/ OR WOODSTOVES(S): ZONING CATEGORY:_ ARE THERE WETLANDS ON THIS SITE? 00 IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: "----- ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ND ARE THERE EASEMENTS ON PROPERTY? rib`s OU31 *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and ree to the above. ��,! Signed ' �� Gfhrta-f ALVf ThikA 61fJT Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 • 1 Revised 4/14/2010 Permission is hereby granted to the above This application 1 proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: /id, : I & CODES eV- ZONING APPROVAL DATE DATE /QUESTIONS? CALL 761-8256 OR EMAIL codes(&queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury t Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Town of Queensbury Highway Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: `�J - 2Q LI --- Applicant Name: 1 WU f ST�It•\ Address to be inspected: I Q a UO? ( Return Address: -- � �� 11�� -� Applicant must show exact 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. The following action has been taken: Step 1: ( ) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: Approved by Higway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. - PERMIT NO.____ PERMIT FEE__ APDROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE O�F],A,�VALID PERMIT. T \OWNER: Ir`l(�'r't±?IL�CJC � s _ INSTALLER: I-. • /7' to IES42COrIPE. rtP•CC ADDRESS: *11 ADDRESS: PHONE NOS._ / ,. G _ `� ' .1 PHONE NOS._ LOCATION OF INSTALLATION: LQ C1)ULr, UVP' _ RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? `,Z__ 1981 -1991 X 130 = SPA OR HOT TU 1992-present S X 110 = I7GJO INSTALLED? fl___ PARCEL INFORMATION: / ,( TOPOGRAPHY: FLAT ROLLING / STEEP SLOPE ,1 SOIL NATURE: SAND `LL LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? D( 19L1 WO @., 1011 ` ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? f`I tr4. -- ✓ DOMESTIC WATER SUPLY: MUNICIPAL ti WELL (If well water supply from any septic system absorption is: ft 1 (' ✓ PERCOLATION TEST: RATE IS /,L PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) 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). TANK SIZE: 1LGiaC' _GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: nn t 1 ABSORPTION FIELD(WITH NO. 2 STONE) Total length 10 ft. Each trench G X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? HOLDING TANK SYSTEM Total required capacity? Tank size? _Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Se. :ge lisp. al Ordinance. codes(o.oueensburv.net /;2iir 0, ///,4Th5r P zi2 VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date www.queensbury.net Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building & Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. important Note To Applicant: Rouqh-ln and Final inspections Are Required: Owner::_0_C.4A E;; I.3 Installer/Builder: TM .P. Address: lo eab 'im Address: au ,b.--' IA.{ I Phone Nos.: _q54- _ z_1, __ Phone Nos.: Location of Property: ID rbn Subdivision Name: Cei v6 Location of Proposed Construction and/or Installation: _FlaY)I Li PCOY`0_ Contact Person for Building & Codes Compliance: �J_ - - ` kor MAI Fuel Burning Applicance Wood Coal Pellet Gas Oil Information Stove Fireplace Insert Fireplace, factory built* Fireplace, Masonry Furnace, (Garage Only) * If Factory Built, Please Provide: Manufacturer Name: IXV I Model No. Qq ' 3(D Listed By: _ Number: Chimney Information BLOCK BRICK STONE Masonry** Check One TILE STEEL SIZE IN INCHES Flue Check One ✓ DOUBLE WALL TRIPLE WALL INSULATED DIRECT CHMNEY VENT LINER Chimney Material Check One/ / ** If Non-Masonry, please provide: Manufacturer Name: Model No. ADDITIONAL NOTE: CONSTRUCTION / INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION & BUILDING CODE AND/OR MANUFACTURER REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 PROJECT NAME: __&"(2-etVt\IS1h, 110i Office Use Only Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: SINGLE FAMILY DWELLING I 1. Building Permit Application Completed? Year No N/A 2. Energy Code Inspector's Report from ResCheck? ( 2 copies) I 3. Septic application completely filled out? (if applicable) ✓ 4. Electrical inspection agency selected? 5. Two (2) sets of the plans for each of the following: a. Floor plan(s) b. Foundation plan c. Cross Sections d. Elevations e. Window and door schedule — —PwI5 f. Natural Light, Ventilation and Emergency Egress Requirements VNI Paltxwl 11.46 g. Plans signed and sealed by registered architect or engineer 6. Two (2) site plans showing location of the structure to be built, location of well Or water lines, location of septic system or sewer line ✓ 7. Setbacks from property lines to new structure 8. Driveway Permit 9. Solid Fuel Burning or Gas Appliance Form (if applicable) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Check Residential Plan Review; One & Two Family Dwellings Y/ N /N/ ,/ (2) Full sets of plans ii Over 1,500 sq. ft.-Stamped Design Loads on Plans: 90 Wind Floor Loads 40 psf (North of Rt. 149 60) 50 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. Grade, 5.0 sq. ft. `l` - 24" (h) x 20" (w) min. 44" Max. Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK s/ Driveway h Oer 300' rnnd quired Foundatvewaion Insulation Length to Basement Tuarou Floor Dampproofing/Waterproofing Materials On Plans 4,1y 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 Walls Platforms at Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise LA Winder Run and Rise IA Spiral Not Allowed From 2"d Story - , Smoke Detectors Battery Backup and Proper Location Interconnected /athroom Fixtures Proper Clearance Hall Width, 36" min. AF‘t;. Handrails More Than Four Risers On Open Sides -7;.`'t_ �� U Railing and Guards > 30"/Basement Stairs Included/ Closed Risers More Than 4" in Ht. Safety Glazing Notes For Required Areas ____7 , Garage Fire Separation t L ee k— � 1._. v/ Garage Floor Sloped Attic Access Roof over 30"-22" x 30"/Crawl Spaces 18" x 24" Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level & — " Interconnected within 15'of Sleeping Area ti,pv Soil Test Results, if required Septic To Well or Water Line Separation All Paperwork Signed Note On Plans About Energy Saving Light Bulbs ' > Blower Door Test Agency Paperwork N E F'- '' C___E) e1 l c- '�=i i�� IBC—'( rA ' c c-E2 uWM‘1"-- T v-T- 5\-\c L - V FV.Z Revised 4/14/2010 ELECTRICAL INSPECTORS [REVISED MARCH 2010] THE FOLLOWING ELECTRICAL INSPECTION AGENCIES ARE CERTIFIED BY THE TOWN OF QUEENSBURY TO PERFORM ELECTRICAL INSPECTIONS: Name/Address of Business Inspector Contact Number(s) Commonwealth Electrical Donald Loveland Local: 800-562-9934 Inspection Services Ron Mumblo Ron: 518-798-0905 176 Doe Run Road Manheim, PA 17545 Middle Department Ray Novak Main Office: 800-873-6432 143 Troy Schenectady Road Local Office: 800-479-4504 Watervliet. NY 12189 518-273-0861 Ray: 518-369-6614 The Inspector, LLC Richard Moon Main Office: 800-487-0535 4755 McConchie Road Douglas R. Hull Local Office: 518-882-6140 Galway, NY 12074 Brian D. Sweet David J. Irwin PLEASE NOTE: WE CANNOT RECOMMEND AN INSPECTOR PLEASE ASK YOUR CONTRACTOR WHICH AGENCY THEY PREFER TO INSPECT THEIR WORK. Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm De art:—.4 1r 51--'am/pm Date Inspection request received: Inspector's Initials: r NAME: 17-Allt-% £ PERMIT#: 2c2 LL — 0-1 I LOCATION: lr) it ? 5 DATE: '0) (1-W-3 TYPE OF STRUCTURE: 7 9 Comments: Yes o %ILIA 4" Building Number Address visible from road / Chimney Height/"B"Vent/Direct Vent Location 4. Fresh Air Intake 7 3 inch Plumbing Vent through roof minimum 18 inches e Roof Complete/Exterior Finish Complete Platform at all exterior doors /�J Handrail 4 or more risers �/ f Guards at stairs, decks_,patiasmQre than 30 inches above grade Guard at stairweltaTn inch more uard at deck,porches 36 inches or more 4 :.*rail Termination at Newell Post or Wall i ' �j eri Exterior Railingches to 38 inches T,t Deck Bracing/Handicapped Ramp Compliant Wow Grade away from foundation 6 inches with 10 feet /' �',_ v�r►` S�` � 6 inch clearance to sill plate � 5 — Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches �// Bathroom/Kitchen watertight �j Safety glazing/Window in stairwells safety glazing ✓ Interior Smoke Det¢ctors/Carbon Monoxide/Detectors _Lrt�O7 4/Every level: V' Every Bedr96m: v 1ItvH'"' Outside every bedroom a: 4/ Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft. vents t� Bathroom Fans, if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel ✓ r• �' ■ Duct work sealed properly/Blower Door Test Certification VKI / �`__ 7� � r wvr�� Floor truss,draft stopping finished basement 1,000 sq.ft. tiJ Emergency egress below grade ' 4< Gas Furnace shut-off within 30 feet or within line of site 1/ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating �,/ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum , Basement stairs closed rise>4 inches Garage Floor Pitched ✓' i 4 Garage fireproofing/%hour fire door/door closer / Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles / j: Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0 f Temporary/Permanent] e L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised 100405.doc; Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 /- Foundation Inspection Report Office No.(518) 761-8256 Date Ins tionqu. Queensbury Building&Code Enforcement Arrive: '�h � I Depart : �� Tm� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial ...!�- �- '' NAME: C/ 40„ t`� PERMIT#: LOCATION: e - ■ INSPECT ON: 3 Z—►Z TYPE OF STRUCTURE. Comments Y N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing — ;c t for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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 undation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1:126 / Foundation Inspection Report Office No. (518) 761-8256 Date Inspection -.u-: r- .. Queensbury Building&Code Enforcement Arrive: I N: 't m _ *art:742 Bay Rd., Queensbury,NY 12804 Inspector's Ini.: � , _ NAME: 607e, )2 PERMIT#: LOCATION: INSPECT ON: 3-2, -/Z TYPE OF STRUCTURE: Comments Y N/A Footings Lt. 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/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacltf ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Ut /O J1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depar t. t am/pm m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: c1 {1;�CD NAME: (T- x --� ,, ) PERMIT#: /671-0 L> LOCATION: e''t-L ■ oto.riA LOct INSPECT ON: -3 -13. TYPE OF STRUCTURE: < � Comments Y N N/A • �� � 6'n- Lood2J P Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for `1 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Y � Foundation Dampproofing `-lc..*) -4- Foundation 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 , L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc last printed 12/20/2005 9:24:00 AM ih-c..t aI a v Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: of - •' -13, Queensbury Building&Code Enforcement Arrive: am/pm Depart:7 �am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: &,,64-2 L, NAME: (T _)7 iiyn,14-1Z.1A.1 PERMIT#: / 'C� .'> LOCATION: rrrt,, L� is INSPECT ON: ',' TYPE OF STRUCTURE: . ' 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. _ y\ ' Foundation/Wallpour Reinforcement in Place -fir =� 4 S Footing Dowels or Keyway in place / Foundation Dampproofmg �/ I Foundation Waterproofing Footing Drain Daylight or Sump ��(2--, 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. 1 L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM r1,- e4� i Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: A(_3- Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: 61-U i �,d Q.tAN, PERMIT#: I `O // LOCATION: F ~^ j� L. Cp L. INSPECT ON: TYPE OF STRUCTURE: �" f Q ea 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/Wallpour c -7 Reinforcement in Place , Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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. 1 1 L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 4-1—t' Queensbury Building&Code Enforcement Arrive: Y.;S' am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ;n_ NAME: PERMIT#: I a.'0 / LOCATION: FB't-tin ,3 � INSPECT ON: TYPE OF STRUCTURE: F Comm 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/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing p ,� �4se 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 / �,4��f Ake C 7b , Plumbing Under Slab ez PVC /Cast/Copper Foundation Insulation Interior/Exterior /,-01.14/r /0 R Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,ii e___ -..../ Win,► � G ? -1kle 'n Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: L-// /?— Queensbury Building &Code Enforcement Arrive: am/ m Depart: L-'___ am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: [t / NAME: e 2^'v S f i (`) PERMIT NO.: / Z , U 7 LOCATION: „r�.d (-.A 7' INSPECT ON: 1117 Z RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth 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: N End Cap r— i Inlet/Outlet Pipes &Baffle , ! N 'Z Manholes 12”or less below grade _Y N —L-' `'- [provide extension collar if Yes] I �Y N C Location/ Separations Foundation to tank ft. Foundation to absorption ft. 1;2175L)----11 L�r.._ Separation of Pits ft. f Conforms as per Plot Plan T Y N Engineer Report and As-Built _Y N , ETU Maintenance Contract _Y N 1 y `gib provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem U - tat App oved IIINI P. • '.l Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc f —>74-- Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1-1/) 3/1 Queensbury Building &Code Enforcement Arrive: -.'t' am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: G- �:r S-f e,' -v7 / NAME: { N PERMIT NO.: ( 2- LOCATION: 1v'v,'.1t, L 4-\(/ INSPECT ON: /7 J Z RECHECK: Comments and/or diagram SoilT .-: : . -' Loam/ Cla T .- of Water: Munici.. - - ��Q Waterline-se..ration distance ft. Kb Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A 150'to well r-.uired if NO Absorption Field: Total length .. -1- ft. Length of each trench S ft. Depth of trenches - ft. Size of Stone > - Seepage Pits: Number Size: x Stone Size: Piping , Size Type Building to tank y'' `4- Lk"' Tank to Distribution Box y" �'» V 3 Distribution Box to Field I Pit 7�7 Opening Sealed: k'Y N End Cap 1'�Y_ N Inlet/Outlet Pipes &Baffles �k Y N Manholes 12"or less below grade X Y, N [provide extension collar if Yesl _ Y x N Location / Separations Foundation to tank 1 1. ft. Foundation to absorption 7 ft. Separation of Pits A. Conforms as per Plot Plan `Y.. N i k va f Engineer Report and As-Built Y _ N ?-ou ETU Maintenance Contract Y k N provided Location of System on Property: Front Rear Right Side Middle Front Middle Rear System Use Status: f Approved X Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc �rl da� i-/1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: - —v I Queensbury Building & Code Enforcement Arrive: _am/pm Part ice, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / NAME: IL.2_,? PERMIT*: l a1 `d'?/ LOCATION: / 0 Fewcvsl h t;, of t,, INSPECT ON: t o I TYPE OF STRUCTURE: S Y N NIA COMMENTS: Framing Attic Access 22° x 30" minimum Jack Studs/ Headers Bracing / Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing 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 • s -• we, . •• _ - nter / 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 'A 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 L:\Building&Codes Forms-OLD\Building&Codes\nspection Forms\Frarmnp Firestopping Inspection Repon.doc Revised January 7,2008 Framing / Firestopping Inspection Report U ' L Z _ .: ---- LL— Office No. (518) 781-6256 Date Inspection req _ . Queensbury Building &Code Enforcement Arrive: 1 Z= L -' •, ~07 =part: 0 • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .iii/r NAME: C`? rein c, " !� • RMIT#: Z I LOCATION: , a INSPECT ON: Z . • TYPE OF STRUCTURE: Y /ettiA COMMENTS: 4.raming CR 1 t 1,0 A R 'C ttic Access 22" x 30' minimum Jack Studs/Headers �� Joist hg /Bridging 1 \ CEbT\Joist hangers ltd l Jack Posts/Main Beams Exterior sheeting nailed properly ` > E_ EAP q 12" O.C. �! �� Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 'h(w) 16 gauge (8) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 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 'A 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. (VI) 5.7 sf above/below grade 5.0 sf grade L:\Bui{ding&,odes Forms-OLD.Building&CodesUnspedon Forms\Framing Firestopping inspection Report.doc Revised January 7,2008 toca Rough Plumbing 1 Insulation 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: NAME: oe, ' e�q,. __ PERMIT #: LOCATION: i p (a L INSPECT ON: TYPE OF STRUCTURE: Y N N/A /1\ , {�� Gr'E��t Ro h Plumbin! / Nail Plates . A b r'&. Plumbin• Vent/Vents in Place 1 'A inch minimum Drain Size 95-'1-6 3 6,0q 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 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check _yvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape I f 1 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 '"17 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: r���i Queensbury Building & Code Enforcement Arrive: am/p art: I t \ I� am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. 1-77 NAME: r i -� PERMIT #: Z - LOCATION: /(-) S i t INSPECT ON: N TYPE OF STRUCTURE: ,-� Y Rough Plumbing I Nail Plates Plumbin• Vent /Vents in Place T 1 'A inch minimum Dr.•I " . Wash' • ine Drain 2,inch minimumi� ano every 100 feet I change of direction Z, ure Test Drain /Vent -- — A WOY ir/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping (� Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check I Commercial Check jyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape I 1 l COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Queens Building & Code Enforcement Date Inspection 742 Bay request received: y Road, Queensbury, NY 12804 Arrive: ls; Depart: �f� Inspector's Initials: am/pm NAME: C_5C LOCATION: AI _4Iir PERMIT#: L c2 ( ._ — C I isr INSPECT ON: V TYPE OF STRUCTURE: Framing — WIMI Attic Access 22" x 30" minimum COMMENTS: Jack Studs/Headers �- `�� VL�i)ti,' R)";-SC S Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. la Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. -�- Notches/Holes/Bearing Walls - Strapping for Notches Top Plate __` iZE—a_Ai/ 1 /2 w 16 •a e 8 16D nails each side 111111111 k��.-���— ���Draft stopping 1,000 s4, ft, floor ►i`' '�. trusses Anchor Bolts 6 ft. or less on center -�- �� � '- Ice and water shield 24 inches from wall 1111111111111 ' ` iy ��� L' , 1111111111111 J Fire separation 1, 2, 3 hour ..- �• Fire wall 2, 3, 4 hour 1111111111111 Firestopping 1111111/4111111 Penetration sealed -=- �-- ;; �LL-- 16 inch insulation in cm/ min. ■■ ` Garage Fire Separation ■ House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin II Windows Habitable bitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf •rade L:18uilding&Codes Forms-OLDIf3uilding&CoaesU nsPection Fomnsu'ramfrg Firestopping Inspection RePort.doc Revised January 7,2008 • RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski ( ? ¢ Ethan Peter Hall 4C,627 Maple Avenue G Saratoga Springs NY 12866 �- Voice 518 580 1905 Fax 518 584 5012 Email ephall nycap.rr.corn Special Inspection Report To: Charles Dyer- Town of Queensbury — Building Department From: Ethan Hall Date: 14 September, 2012 Re: Greenstein Residence At the above referenced project location this office performed a walk through with the Home Owner to review the framing of the building and some concerns regarding some items that had been done during the construction of the mechanical, plumbing and electrical trades. The following are the items that were reviewed by this office and our opinion of any measures that need to be addressed. • The plumbing drain line that was installed from the bath on the south end of the second floor and the vent piping that is associated with this drain line cut through the box frame for the floor system and the web members of the end wall truss that is installed adjacent to the second floor wall framing. The piping cut through the box is a minor area and isn't in a large load bearing spot, it is on gable end wall with only a minor amount of hipped roof bearing on the wall above location of the box- The web members of the truss that were cut to allow for the vent piping to be installed is in the truss member that was installed immediately adjacent to second floor wall. It is my opinion that this is not a problem as the truss itself could essentially eliminated and replaced with a ledger board along the second floor wall to support the roof sheathing. This installation is acceptable to this office, no repair of the truss will be required for this reason. There are a number of areas within the Master bedroom where the annular space beyond the knee wall exceeds the size which would require an access panel for the space. These access panels will be installed in the closet area adjacent to the space on the south side of the room. The access panel will be installed in the closet space in the master bath to access the space on the west side of the north area and a access panel will be installed in the knee wall of the sitting area for the east side of the north area. These installation areas will be acceptable to this office. I believe this addresses all the areas of concern, if there are any questions please contact our office. Rego •s, ' estk / 141 it. 40 A.41.? • 1 an P. Hall —Architect I Z.;,, Rucinski Hall Architecture Y:''Greenstein Residence\Paperwork\Specijal Inspection Letter 14 Sept 2012.doc 1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: _am/ Depa • am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 12,K-k) =Z [ PERMIT#: 2 `J V2, LOCATION: \A}-VV-At INSPECT ON: '71[x] TYPE OF STRUCTURE: �Y N N/A Framing - - COMMENTS: \fir Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing /Bridging Joist hangers y/ Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge (8) 18D 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 I 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 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin! -II Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf •rade L:\Building&Codes Forms-Ot D\Building&CodesUnspectton Forms\Fnaming Firestopping Inspection Repat.doc Revised January 7,2008 Mtn<A, ti Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �� p NAME: • A PERMIT #: /� �' .>/ LOCATION: / cu INSPECT ON: at.14- TYPE OF STRUCTURE: 'S r 4O C N t-- j Y N NIA Ids J Rou•h Plumbin• / Nail Plates Plumbin• Vent l Vents in Place I Lo 3 $ 3� y 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum j Mk re 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 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) V Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape 1 t-�: �-. 1.t ip► Ad? 1. COMMENTS: VAA2 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 I - - Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: IC' z Queensbury Building & Code Enforcement Arrive: am/pm Depart: C ' a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Ur' -7_ NAME: PERMIT #: `_ —07 t LOCATION: • ;4� (� INSPECT ON: 1‘`'7sPv TYPE OF STRUCTURE: _ Y N NIA Rough Plumbing / Nail Plates Plumbin• Vent/Vents in Place ■ 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every100 feet/change of direction 1111.' 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 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check T ek or Similar Exterior Sealant Pro• zr Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping insulation If r.•uired unheated s•aces Combustion Air Supply for Furnace I Duct work sealed properly / No duct tape I COMMENTS: FL__ 2)- u;-A-L-ti3-) -- ( '" ) WdvK1 — Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 Town of Queensbury Fire Marsha! D gait I �' 742 Bay Road I v 'p � Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed, factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Pennit#�0 1�'` lJ Schedule Inspection t Time fC) am pm anytime Inspectin64-T) Name 612. -r.-/%3 Address k) �i�3 "� W V'8 Rough In Final__ Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement (if LP) White-mini De �,--- Yellow-Cest uer Pink-Fire Marshal q,9A4 MO t Town of Queensbury Fire Marshal //75// i 1 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# 0-, — v 7/ Schedule Inspection I5 I Time am m anytime Inspector ' Name g S 71-e l A/ Address /0 ATAldel3 Zay Rough In Final_ Appliance Manufacturer 1144(30)1e,4 Model# 11 ID y& 191/4•Pr Direct Vent_Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection K- Clearances to Combustibles (all sides) %DV Firestop(s) Vertical Chase / Wall Penetration x Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible 'X) construction within 10 feet Gas Shut-Off Valve Combustion Air K Hearth Extension (if any) X Mantel ?G 3)'" Height above Up opening Witness Operation X Tank Placement(if LP) )( CO Detection ' CSST Bonding White—Building Dept. Yellow—Cust)mer Pink—Fire Marshal Queensbury Building & Code Enforcement - Residential Final Inspection 'lc l Office No (518) 761-8256 Arrive: am/pm D . t`\' !`dam/pm Date Inspection request received: 57-qt 3 Inspector's Initials: NAME: C? ig ec'e {.e-i1pJ PERMIT#: ) 2 - ( '7 ` LOCATION: / 0 roi •- 1 -c c c`te ■ % DATE: S TYPE OF STRUCTURE: c - / l Comments: Yes o 1 N/A f 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location t - Fresh Air Intake -1 �A j .V 3 inch Plumbing Vent through roof minimum 18 inches A% Roof Complete/Exterior Finish Complete t,/ Platform at all exterior doors Handrail 4 or more risers /r; 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 Wall Interior/Exterior Railings 34 inches to 38 inches �_ Deck Bracing/Handicapped Ramp Compliant v C/ 0 j Grade away from foundation 6 inches with 10 feet ~ 6 inch clearance to sill plate �' Gas Valve shut-off exposed/regulator 18 inches above grade V7 Interior privacy/trim/doors/main entrance 36 inches ,�j �1 �� Bathroom/Kitchen watertight �/ Safety glazing/Window in stairwells safety gl ing �/ Interior Smoke bettors IrCarbon MonoxiderDetectors P� Every level J Ev Bedro . �/ Outside every bedroom rea: v I Inter Connected: ��// Battery backup: �' Attic access 30 inches x 22 inches x 30 inches(height)in accessible area � ` , - Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft. vents /// Bathroom Fans, if no window Iv Plumbing fixtures Iv Foundation insulation to floor/Sticker on Panel >� Duct work sealed properly/Blower Door Test Certification /' Floor truss, draft stopping finished basement 1,000 sq.ft. t/ Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site k / Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating ✓ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 . 10 / Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum �/� Basement stairs closed rise>4 inches ` Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure ■ Final Electrical; Energy Saving Light Bulbs 50% R/ Final Survey Plot Plan - f Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles i Flex Gas Pipe Bonding As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required a# Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] �' t , L:\Building&Codes Forms\Building &Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection lU I Office Na. (518) 761-8256 _-, Arrive: am/pm D .�,� >`'am/pm Date Inspection request received: S/>//( , Inspector's Initials: NAME: C' 4 e fed 4 PERMIT#: ) — 0 7 ` LOCATION: / 0 —oi.' C/ -- c`4a DATE: TYPE OF STRUCTURE: 7 Comments: Yes o,LN/A J 4" Building Number Address visible from road i Chimney Height/°B"Vent/Direct Vent Location / Fresh Air Intake LL. ..ei " 1 >// it 3 inch Plumbing Vent through roof minimum 18 inches f Roof Complete/Exterior Finish Complete Platform at all exterior doors f Handrail 4 or more risers 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 Wall Interior/Exterior Railings 34 inches to 38 inches <2-Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet —___, 6 inch clearance to sill plate --' Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight U" —� Safety glazing/Window in stairwells safety gl ing / j Interior Smoke Det ors I Carbon Monoxid etectors Every level: Ev ry Bedrof�: f�1 \ L r -- Outside every bedroom rea: - Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area � � Crawl Spaces 18 inch x 24 inch access, 1 sq. R.-150 sq.ft. vents Bathroom Fans, if no window ti Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed property/Blower Door Test Certification /' Floor truss, draft stopping finished basement 1,000 sq.ft. -- t/ Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site kZ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler tieCI V/ Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/.hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker , Site Plan /Variance required y,- Flood Plain Certification, if required :P Okay to issue C/C or C/0[Temporary/Permanent] ;41► L:\Building& Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised 100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 NORTH EAST BUILDING PERFORMANCE ADVISORS Serving the Capital District, Saratoga and Adirondack Regions June, 3 2013 7 Rocky Ridge, Warrensburg, NY 12885 Michael Greenstein 10 Founders Way Queensbury,NY 12804 RE: Blower Door Test for NYS Building Code Mr. Michael Greenstein: After inspection of your home at 10 Founders Way, Queensbury,New York and completion of a Blower Door Test consistent with the practice of depressurization to 50 Pascal in a winter condition with the exterior windows and doors shut and the interior doors to all the rooms open, my observations are as follows: ❖ The home passes the current New York State Building Code for Air Changes per Hour @ 50 Pascal of less than or equal to 7 ACH/50. The tested number is 5.58 ACH/50: 4312 CFM/50 times 60 minutes divided by the volume of the heated space. ❖ The total heated volume of the house is 46352 cubic feet taking into consideration all first and second floor heated space. The cubic feet per minute @ 50 Pascal was 4312 CFM/50. The height correction factor for New York State is 15.4 for a two story building, as such the tested home @ 10 Founders Way has the natural rate of air exchange of 0.36 air changes per hour/natural. ❖ Average homes built today typically have air change rates from 0.35 to 1.0 ACH. Extremely tight new construction can achieve air change rates of 0.35ACH or less. Homes with air change rates below 0.20 ACH, would require some form of mechanical ventilation to bring in fresh outside air for the occupants and to control humidity. Since the blower door test indicates that currently the house has an air exchange rate of 0.36 air changes per hour natural, mechanical ventilation is not required. I would however, encourage the use of the kitchen and bathroom fans to help control humidity and improve indoor air quality. ❖ My credentials are as follows: > BPI Certified Building Analyst ➢ BPI Certified Envelope Specialist > BPI Certified Heating Professional > HERS Rater ❖ If you have any questions regarding my findings please feel free to contact me. Sincerely, Jack Towne 1.888.472.2774 7 Rocky Ridge Road 4A Vatrano Drive Warrensburg, NY 12885 Albany, NY 12205 Phone (518)623.7016 Phone(518)350.2941 Fax (518)623.7015 Fax (518)694.0102 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: l t NAME: (ed- `-C`'K 1 `/ LOCATION: (C) -Fc-, CA PERMIT#: 2l Z . al Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of v. Community Development. Upon review the survey has been: D/3 Craig Brown, Zoning Administrator Notes: LSueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Code Compliance and Informational Sheet for Permit Use i. Queensbury Dept. of Community Development CProject for: Permit No. 2012 r"-' % rl Applicant Name: C-=�n°e- 7 _a'..— Zoning Administrator Tax Map No. 3/5, Co -/ _ , 7RQVED APPRQVED I N___. j Lot # House # /0 r G'--e- pplion road, street + � - 1 �1Z Lip:Lot Size: I G'11 P. -e5 I II Mobile Home Park: oning QUEENSBURY Business Plaza: Planned Unit Dev. Subdivision: C-/,vsr : Phas /Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 1988, September 19 Corner lot rule Prior to Nov. 23, 1992 approved subdivisions * (see note on back of form) 2002, April 9 2009, May 12 Road Name Setbacks Existin• r Re•uired Pro•osed Difference Front 1 i / • I to "...-4 u Front 2 _ i Side 1 . . `.ate. . Side 2 `l>tii,n z t 2 r f , f g . L Rear 1 ?JP FE', 3 Rear 2 . Shoreline ' Travel Corridor Overlay Zone -- - Buffer Yes No meets depth,width, &square footage requirements preexisting, nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) Is lot in a Flood Zone? Floor Area Ratio worksheet required? Zone: WR-1 A Town of Queensbury Code Compliance and Informational Sheet for Permit Use a = Queensbury Dept. of Community Development a AU) W O Z * Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore, prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard, two (2) side yards, and one (1) rear yard setback. Review Type _ File No. I Action Resolution Date Zoning Board of Appeals • Planning Board Ald• /J/%%', AS" /?? 19 f Town Board_ 9 Check List Recreation Fee Paid Engineering Fee Paid rSite Plan Maps on File mss;;. Subdivision Mylar Signed and Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Revie d by Sta l Date Notes Town of Queensbury c:0 [co', &fie COfr■ve-,,C,4c R ilkii TeS40.e;(\:4-1,3 reSd,-FeL.,,,,,e.*.a.9 �_r Bedford C � -�,mr Approval Date Section 1 and 3 Subdivision No. 5-72 Section 1 and 3 Oct. 2, 1974 Section 2 Subdivision No. 1-74 July 7, 1976 Section 4 Subdivision No. 4-84 June 6, 1984 Section 5 Subdivision No. 6-84 SR-BO June 18, 1985 Section 6 Subdivision No. 13-1988 4441110 April 18, 1989 SRr1� s.s.... 3G�+ n.e.,:1c,, Section 6 amend approval May 16, 1989 `] i�ice�er, SuJO• to. 5- �. 'f LI' Ch o ■r �.., uts Lt g Av.d , --7 !d r LL....C, 4.414 i s hi,e..,t- Au, if T la,, I . ., Page 1 of 1 5 % \\ . ._ __ _ A_,..... \ , \&, , , ____ . , 3,.... , '5 * l __J__ --„----_____ 71 1 _--.0100.".. \ . Bedford Close, Sec. 6 i`` -�'' f r f L__ - Y 1 i I l 1 9calebar length always at 300fset *II p 300f1 I l' The Town of Queensbury does not warrant the correctness or accuracy of this data or assume any responsibility for any explicit or implied uses. +�,� Town of Queensbury s 1 742 Bay Road Queensbury, NY. 12804-5902 http://gby2svr/GIS/printdis.asp 2/24/2012 RPS Information Page 1 of 2 w RPS Property Description Report 315.6-1-31 * Founders Parcel Information for ROLL YEAR 2012: Property Assessed Assessed Parcel Location Acres Class Status School District Land Val Total Val 315.6-1- Founders 1.09 Res vac A Queensbury 65,400.00 65,400.00 31 land Un.fr.sd ..............._..._._. Sales: Sale Cond. Arms Land Tot. Sale Sale Net Sale Date Price Price Book Page Type Code Len. Value Value Prior Owner TOS TOS 05-29-09 86,000.00 86,000.00 3785 268 3 J 1 65,400.00 65,400.00 Gotshall,David 01-15-03 60,000.00 60,000.00 1303 329 1 J 1 24,000.00 24,000.00 Raven,Harold T Owner Information: P.O. Owner Address Line Owner Owner Address Box 3 Michael David 265 Federal Highway Deerfield Beach FL Greenstein #307 33441 Laura Grahl 265 Federal Highway Deerfield Beach FL #307 33441 Site Information: Site Nbhd Site Nbhd Nbhd Road Entry Zonin # Code Sewer Water Utilities Desire Type Rating Type Type Code 173- 1 Newer B 2 2 3 2 2 2 3 5 MDR to A Land Information: http://gby2svr/GIS/RPS_Info.asp?RPT=SALES 2/24/2012 RPS Information Page 2 of 2 Site# Land# Type Front Depth Acres Sp Ft 1 1 01-Primary 200 237 0 0 Special Districts Information: Special District Units Percent EM001-Emergency 0 0 medical FP007-Fire protection 0 0 LB001-Crandall library 0 0 dst WT013-Queensbury 0 0 water The RPS codes used in this report are defined here, Need Help printing this report? The information in the RPS database is maintained by the Town of Queensbury Assessors Office http://gby2svr/GIS/RPS Info.asp?RPT=SALES 2/24/2012 TRENCO A MITek Affiliate Trenco 818 Soundelde Rd Edenton,NC 27932 Re: B12031 84 Lumber-Greenstein JL linden)?T, The truss drawing(s)referenced below have been prepared by Truss Engi ee�i�o. Direct supervision based on the parameters provided by Clyvanor(US-J). Pages or sheets covered by this seal:E6566044 thruE6566105 My license renewal date for the state of New York is November 30,2012 LumbellAENltefuer arrtii•aordance with ANSITPI 1 section 6.3 These truss designs rely on lumber values established by others. toy New?' • in in kt3 September 17,2012 Lassiter,Frank 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 buildie eete®Qt 03835x5 responsibility of the building designer,per ANSUfPI.1 Chapter 2. Engineering services provided by Truss Engineering Company. Job Truss Ines Type Dry Ply 84 Lana,.OrMnWM E0686044 B12031 A COMMON TRUSS 4 1 Job Rdwnoo faa0oan Mf lOM 7.260 a Aug 262011 MITOk lyd.Mao Inc. Mcm Bap 171601:32012 Page C ID:BBOmMdFYDIN6WdA60IDAODUCdIH moVrIH768Wm000O4wunaFM2W2brb04 260gaNIC 1-00 -_— 4.412 4.1.4 4-14 44-12 4x4 = Bade•1:63.0 D 10.00 12 K L 454 4. 4,4 Q C e C. n 2.503 II 2841 II F e J H O 320= 3x4= ad = 34 14-0 1 ,740 I 660 X60 LOADING(pot) 240-0 CBI DUI in goo) VdM Ltd PLATES GRIP TCLL r�o r� 1.16 TC 0.33 Vert(LL) -0.02 H e9OD 360 MT20 1071144 (Ground Snow-60.0) Lumber Innate 1.16 BC 0.36 Verl(aL) -0.12 H•J •000 240 TCDL 10.0 Rep Strom Ina YES WB 0.44 Hori(TL) 0.02 0 rah Na BCLL 0.0 Cods IBC2008/TP12002 (Matrix) NNd(LL) 0.01 H >'00e 240 Weight 83 lb FT•20% BCOL 100 LUMBSR BRACING TOP CHORD_VII PF Na2 TOP CHORD Structure!wood sheathing directly spelled or bO0 a purins, except BOT CHN�67B®SRMGIV OM",AOS and verlla& WEBS 2 X 4 6PF No.2 BOT CHORD Rigid calling directly applied or 10.0.0 oc bro ing. Mrrek rearm one a that Stabilizers and required ace bracing be Installed during buss station,In accordance with Stabilizer JLb, Instalatlon Quids RUCTIONS (b/aln J• tl2ell G nIn. ®)11), (3•97416Mahenkal Mss HorsJN8(LC 6) Max UpIIM •200(LC 4),04-160(LC 5) FORGES (lb)•Maximum Campression/Mak%Im Tension TOP CHORD A-BM/126,B•C•-41m33,C-K -836/204,D-0-710/227,D-L•-6221227,E•L•-837/204,E-F•-481/128,B4•-501/174, F-0•426/133 BOT CHORD 14m-10216K H•1••102/606, •H••100/703 WEBS D-H -140140,E-Ha.283/17r 0.833/117 NOTES 1)Wend:ASCE 7-06;OOmph;TCDLM.Sp*;BCDL•S.Opt,,M261C Cat.II;Exp C;enclosed;C-C Exterlcr(2);antis left and right exposed;end verbal left and right exposed;Lumbar DOL•1.33 plate grip DOL•1.33 2)TCLL:ASCE 7-06;Pg•60.0 pat(ground mow);PI•S8.6 poi(flat roof mow);Category II;Exp C;Partially Exp.;Ct•I.1 3 esIllwellioneese 06•11Canaltini bx thle dalgn. 4)Thle bun has been dsslgnad for greeter of Mn roof llve load of 14.0 per or 2.30mes flat roof load of 36.6 pat on overhangs na•anoumnt with other live Cede. 6)Reler to girder(s)for buss to Wet annao one. 6)Provide mechanical connection(by others)of truss to baring piste capable of withstanding 200 Init.( Ida?g Joint 0. 7)This bun Is designed In accordance with the 2008IntemMWnal Building Code section 2306.1 and referenced standard ANSI/TPI 1. COP. p,LA rrv,9�.•\ LOAD CASE(S) Stoddard A, 085111 /) 40Raeolfltif`• aT�w 1,0i*$Bptynber 17,2( �alr1�1aaiarer��y/eys�.TMdoSonh �ar2>t fB�roafarer>or2lssiBB86arrAe�rr-2Mna�dwwa I .I p�Wait*•VieSide Wei conn_a_a MAO Pan heron 111 ula buldrgwmmvS APplmgOy of Mon worms land prow hom omlbn era nl - na Wr dslpnr.tracMg Mown e Chiral wear PIIIMMVrffl�1malweb nwm cs,l Addllbnallemwaay bmekgmlroure sSaUHy Wmq WMruaken II the nlporNdNly of the meta.Addlbnalap�ma�lormmM of IM Pwlal dnlettureee1111n3MMMe rMrpomtllltyyloat he bulking dYlgnM.ler b•neml euklana.rpardng 1 le�f!♦sera! i.b ueli:and a"et!_Mtee6::nee.•r 4 onSreA MS/sOFIB.Component euanWe.br \ SAS erarea•edbr fFS, a0.4en,NC 21102 Joe Truss Truss Type Oty Ph 64 Lumber-Greenstein 80666046 012031 A01 Spec.bops 0 1 Jab Reliance tmtkna Clyvenar Cary,Palmer,MA 01009 7.200 s Aug 25 2011 Windt industris,Ins. Man Sep 171681:002012 Pope 1 ID:gSOmMtlFYIN1WW A IOIDA0021Cdb-BYCu02ImtiWOlkOROb0351aNJ anW'1yWAS 144 1.114 240 Ode 444 740 1.114 /ve m We•1:03.5 E 10.00 12 41Lç axe!ii• J + Q M Ox0 m car x ` aM 0• N 1100 ET J I 1.054 II OA(0 1.Su4 II ' 1..ua e44 1e-1 4 see X40 _.. .1.114 PW6 Offsets(X.Y): BA.140141.rJ:0-2-1z0-1-SI.IN:0.2-120.1 LOADING(phi SPACING 2.04 CSI DEPL In (Ioc) Udsl Lid PLATES GRIP ICLL 96.3 • increase 1,13 TC 0.39 Vert(LL) -0.06 K-L •999 360 MT20 1971144 TCD X �. ;name Income 1.15 BC 0.43 Vert(TL) -OA I K-L •906 240 �L Rep Stress Ina YES WI 0.32 Harz(TL) 012 I We Ns Sf 60 S3 01 v2/ ISC200IIFP12002 (Matra) NAnd(LL) 0.03 L-M •119 240 Weight 55 lb FT•20% UMBER ` BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-2 00 want except BOT CHORD 2X4SPF No.2 end verticals. WEBS 2 X 4 SPF No2 BOT CHORD Rigid calling directly applied or 104.0 cc bracing, Except 5-04 ac bracing:N-0. MITak recommends that Stabilizers and rag M Installed during tun erectlon,In 0 0 . I wialletlan guide REACTIONS (IDfsiea) 0.1092/04-S (Mn.0-1.11),I.s74Nschudost Max HorO• S(LC 5) Max UpIIV -209(LC 4),I•-150(LC 6) FORCES Ob)-Maximum Compression/Madnwm Tension TOP CHORD A-0.61125,5-0.-696/166,C-D-1517/310,D-P•-1 E- ,LE-0•425fa26,F-0•-10661207, F-0.-1540/302,0.H•-9161161,B-0•10 U,M,�o BOT CHORD N-0•-66/24,M-N•-144816,L-M•-172/1342,K-2/•-166/1366,J-K--1354546,IJ•-25/77 WEBS E-L•-129/740,F4•-767/201,F-K•66/632,(30-76806,0.J•-565/146,DLE-722/205,D-M•-44/609,C-M•-73811, C-N.-544/131,S-N.-74877,I •-S11/646 NOTES 1)NAnd:ASCE 745;90mph;TCDL• •Spat BCDL• .0psf,h•25ft Cat II;Exp C;enclosed;CC Edanar(2);cans 110•Iw aposed;and vertical left and right exposed;Lumber DOL•1.33 piste grip DOL•1.33 2) ASCE i 60.0 pal � ; snow);Category II;Ep C;Palely Exp.;C¢1.1 Urbalenoadsnow loads haw Own considered for this design. 4)this Was has bean daigned for greats of min roof Iva load of 14.0 pat or 2.00 Units sat rcaftWINSIta on overhangs - non-concurrent wan Wier Na l loads, QF NEIv B)Refer to gIrder(s)for Was to wee aonnsctlo ne. '�� a U kp'• 6)Provide mechanical coon ion(by Sara)of buss to bearing plats capable of withstanding 209 lb uplift sight 0 and 15010 uplift at /Pte(. 89. �\ -I. 7)This truss Is designed In accords=with tie 2006 international Building Coda eetllon 2306.1 and Merenoed Y 9/Mlrl(9�k10L'� LOAD CASES) Standard ,/ / • 7, . ...0 095111 �ty�� PES MOO September 17,2( oWAESmG•r.Ora.y.�ereaskva uElMDMD2nON mawm� VIDNIIES 1HOSM »n WOREEU Din wild faun any vwn Mn connecten.Me design if baud ants upon paamefen Mawr and is loran lncedual Wilding component. App“billy of deign poranetar ad proper incapaalbn of component if nxponStyof WlBptlnlg Iona.erag�Ip)hewn I for laird support of lndudual web mamben onb.Additional temporary bracing to Mug Nebllty du �nap°�MN_of the n for,AddNdnal permanent aadn9y olkre overall tetum x the rerpomlbllly of the buldng oenaalp Whew &MyIbn,aunty avalaLrtaa,ipeppy,Spits,and .Leobconsul �lgueey . eu r4.ai M eeloyl avaldba hoole Plots hdtlul•201 N.wgM6 Suite 3 dAO,VA /. file bounties Rose 7 it L•9}VW,. Edenton,N0VIM Job Trues Truss Type Oy Pty 84 Lumbar-Orenildn E6666046 812031 A02 COMMON TRUSS 1 1 414411444 li rfiNitaVO Cyvnor Cap,Palmer,MA 01069 7.260 s Aug 25 2011 MIT$Induesles,Ina. Man Sep 1716:01:06 2012 Pape 1 IDa riOmMEFVDIH6WeMB010A0041Cab-ByCugamt.HVONORgb66as26mp121k10n lyaVte _, _. 1-00 4412 414 4-1-4 4412 1-0-0 4$4= Bras•1531 D ii 70.00 12 M 444 4 L 4x4 * C E 3x4 II 334 II B F " •- a D Ir.L►(1140 13 Q2001Y, , K J 1 H 3,6= 34= t6= 316 = I IO9 I 1749 I 54.0 644 LOADING(p.Q SPACING 2-0-0 CBI DIM In (loo) Udell Lid PLATES GRIP TOLL 36.6 Plates Ina66w 1.16 TC 023 Vert(LL) -0.02 1 >999 360 M120 1971144 (Ground Snow•60.0) Lumber Increase 1.16 BC 0.36 Vert(TL) -0.12 H-I >999 240 TCDL 10.0 Rep Stress for YES AS 0.44 Hoa(TL) 0.02 H nfe nfe BOLL too Code 1BC2006ftP12002 (Matrix) Wnd(LL) 0.01 I $199 240 a t110 rtivIrbe LUMBSR BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 60.0 oc purling, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X4 SPF No.2 BOT CHORD Rigd gelling directly applied or 10-0-0 00 bracing. MITek recommends that SN cSlace bradng be Installed during Wes InshM6on audit REACTIONS (lb/size) K•108W0441 (min.0-1.11),He1089166-R (Mn,04.11) Max Hors K•-30(LC 4) Max UplRK•-209(LC 4),H•-209(LC 6) FORCES (lb)-Maximum Compmacn/Madmum Tension TOP CHORD A-B•0/126,B-C.41W13__3,Q-1831Y�O�,D-L—70/(227,D-M•-704/227,E-Me631/204,E-F.-416/133,F-G•0/126, B-K•-600/174,F41 -$ G6 3 eL]S: BOT CHORD J-K•-441692 W..MA92,Hd2-40/602 WEBS D-1-148/461,Edm-272/177,GI•-272/177,C-0-692/114,E-H4-692/113 NOTES 1)VMnd:ASCE 7-OS;90mph;TCDLM.Spaf,BCDL•6Aps,h•266;Cat II;Exp C;enclosed;C-C Extenlor(2);cantilever left and right expgeed; and verbal left and right exposed;Lumber DOL•1.33 plate grip DOL•I.33 2)TCLL:ASCE 7.06;Pp 60.0 p4/ snca1;Cat gory II;Exp C;Partially Exp.;Ct•1,1 3)Unbafld craw loads have been considered tor,thla design. 4)Thls buss has been designed for grater of min roof Ilve load of 14.0 psf or 2.00 times at roof loud of 3t6 pal on overhangs non—concurrent with other live loads. 6)Provide mechanical connection(by others al hose to besing PASSV I�If I uP at Joint K and 209 lb uplM at Joint H. - 6)TMs hues le designed Si accordance with the 2008 International Building Code section 2300.1 and referenced standard ANSUTPI 1. ,of NE►ry LOAD CASE(S) Standard P�h*„F,u80009\ g°4r ,#,I.,.. efi , " — 2 N„ O ,, ♦ d ®nn September 17,21 £ - doles$) olli a ge6AND Ma MIMI0II1CUSIDI OISMNI /NeSrM411 MOM UM DDeeYYppnw4/fa use on ip3��,,ddeerappnI,3 bored only upon pommies and k roan Individual building component. Aoolca6ay of p�Ina6pbebn atcomponent x responsibility of bullring definer-not ha darer.taping shown Iiiaarr bWal w nMddofweb ant/.Adddbnal lempaary boang togore•tabMy duA construction b the nrpaibMN of Me erectly.Addppodn pravunt I r of the bultllg dean. general guidance repudNa 1 �. sbboden,gusty contra Morass a �i.l� 1 rtwomb si ng Camps. tprIYlrmt as loom eu 'MIN.uee MN.fuhe 4 Sounds4 Pad ■teilBara9W agtppa irylrya a, ���2jegejde�, 1, lr Yleter YeieLfe6eeYl YeWeYe �l�gte'ALM et agpegd ex IPA. !dean,NC 2ye32 Job Inn Truss Type Oy. Ply 84 LaMar-Greenstein E6666047 112031 M COMMON TRUSS 2 1 Job Rateata lootlonM armor Corp,Palmer.MA 01069 7.250• 26 11 IT61�Indu6trler,hta Mon Sep 1716:01:07 2012 Page 1 IDgSOmMdFYDO*BWtM10 J 17/p1�Jb7Y601B696VA21)tlu79XDUTyc NM 144 144 14-0 1-04 4x4= Bare•1:54.5 0 ft F H 1000 12 x Y 6 i D J 2M 6 R� 1111111 Z L1 M W V U T 6 R 0 P 0 N MI= 3x4 Job Inn Tn..Typo Oy fly 84 Lumber-Or..nshl E0565041 B12031 M COMMONTRU88 2 1 Jdl_rd4AA llala•IW?• • CIyv.nor Corp,PMllw,MA 01008 7.260.Aug 26 2011 MRY MduSie,Inc. Mon Bop 171601:07 2012 Pro 2 ID:g80mMdFYDINBWoMBOtOA00zICdb1 GuOJON OM?BJb7Y001B088VA21XW7OXDUTyd1NA LOAD CASES) BNnderd A WAN Vet dIalip adRMD fl 8NITIMMOfCWINID MINK RIMI BOSPAW47.MOM w, Dort wild fa h TNlyy.IM�Sl.eyBpyy., bawd only upon paarN.n shown.and Is Man lwnldud bulotng oo p nonl. Applmtlly BOW. W n a component b respond:Oly of bulking designer-not has POW .badrp dawn .M lotaa waappoOnMa knob nom only.AdaMOnal t.mpaay tracing to Nun swbOly urinaconsnualbn b th.respoMbiny a the .weld.Addlbnd p.mrun.ni of ,. .,yv;,•isOwrespomtlly of the bulling dokowar.lao•n.a guwanee woordro irlinfigi wbloanon,quo*conalyaelbdlM..othtpon'ImY _ -.., Canun AN nl Dnased ICN Jul sConMerwd 11g baWIM ROY �BY.iatitt=il. 1311 l. '. .iMitl 212 f e sair/iNOUtta FWMNOn,NO aim Job Truss Truss Type Oy Ply 64 Lumbar-OressfWn 26666049 612031 B 6psdelTruss a 1 Job Ream=tetanal CIY1' =Carp,Penes,MA 01069 7.2600 AUB 23 2WtM Mon Sep 1716:01:072012 Pays ID:gElOmM4WYDIleWba411010 2PV3_161u7gXDUTOWA • • 100 y4g 644 624 e44 146 tern= 6s.a 1:46.9 E PI 0E0 1a 3x4 N D 344 A D F 04MC L4pI1I K J axe II TOM 11 set it eta = 1 214 11 PW6 0ftss lXY): Edost lI:03.7.Edo61 _. LOADING(pal) SPACING 2.00 CSI DBPL In (loo) Udell Ud PLATES GRIP TCLLIL ro 8 Or Plata momma 1.15 IC 0.74 Vrt(LL) -0.06 J-K >99p 340 MT20 197/144 TCDL 10.0 Lumbrinrsese 1.16 BC 016 Ved(TL) -0.13 J-K x900 240 BCLL 0 0 Rep Stem Ina YES WB 0.61 Horz(TL) 0.03 H nM n/s pm Cods IBC2006/1P12002 (Mae) Wind(LL) 0.03 J-K >000 240 Weight Se b FT•20% LU B 0'"' IT BRACING TOP CHORD 2 X4 IMF No.2 TOP CHORD Souctural wood shs66dng directly apple or 4.1.3 00 ourllns. BOT CHORD 2 X4 SPF No.2 BOT CHORD Rigid Nang directly applied or 6-0-0 00 bracing. WEBS 2 X 4 BPF No.2 MITa raanmends that Stabilizers and acs bbn-d-llp_ SLIDER Left 2 X 8 SPF No.2 3A4,Right 2 X6 SPF No.2 3.0.4 be imaged during buss erection,Ina Aet ►•0? L Installation cads. REACTIONS (NSW) 8.313/0-34 (Mn.0.14),M41371E044 (min,0.2.3),H•1131/0.54 (Mn.0.1.13) Max HrzS•-1(LC 4) Mix UplMB•-162(LC 4),M•-240(LC 4),H•-201(LC 6) Max OravB•393(LC 1),M•1378(LC 1),H•1160(LC 3) FORCES (lb)-Maximum CompnsslaNMxlmum Tension -IL or TOP CHORD A-B•-00,S.C••206K9,C-D•481 16,D-N -G20 243,1 0/207,Ed47II/266,F-0•-9191262.F-0•-14071363, G-H•1612/336,H-I•-4/0 BOT CHORD B-M•-60167,L-44.30/67,K4.•-60/67,J-10-217/1316,H4•-21711316 WEBS E-K.-14/16,F-K.-721/213,FJ•0/110,D-K0-26/616,D-M.-1241/303 NOTES 1)Wind:ASCE 7-05;90mph;TC Spat BCDL•6.0pst •266;Cat II;Exp C;seed;C-C ExMrior(2);cantilever left and right exposed;entlat Lumber DOL•1.33 pats grip DOL•1.33 2)TOLL:ASCE 7-06;Pg•60.0 par round raw);Pf•36.6 per(Mt roof snow);Category II;Exp C;Partially Ea;Ct•1.1 3)Unbslsnoed snow bads hays been considered for tie design. 4)ThlsS� yypg bbi�gnn ddppesigpnat(�gnatar of min roof live load of 16.0 psf r 2.00 times Mt roof load of 3t5 pr on overhangs 5)Provide dplsr dlon(da uM 2memechanical M connection(by others)of buss to bearing plata capable of withstanding 182 lb uplift at Joint B,240 lb uplift at Joint Qp NEbp 6)nu truss is designed In accordance with tits 2006 International Building Code section 2306.1 and rrerenoed standard ANSI/TPI 1. 4t•�"�\ 1'.. LOAD CASES) Standard \� I 086111 tOigo# LU / September 17,2( 0 pexp y�' 1 n veil iVt@,d a �rrn•dgn t bored and upon mamma mown,and it ban lndMNdud butting component. t r Appiagrld of design prameted and Incwrpcoatbn d component x rrpondMld of building designer not hum deeper.emewg Mown Is for lateral support of lnSAdud pNpNN,,ad�IIg�op� totem dodgy during aconaucibn x me mpon the at the recur.Addict,�verrmllaaabbneenttpxrom1�N ittKtalalNA9rA rWMyatme baling dsdgnr.For general guidance regarding t I ti�aeergtoni l e f 14.LeariMiei2M � irannt fend IGIhMrWCenpenrf na Inundate Peed Job Teas Truer Typo Cy Pb 64Lumbr•Orw stS E6588049 912031 BB Jas-Closed Truss 1 1 yreI�,� Cyvesr Cap,Feline,MA 01009 7.26w�Btt imi Iro. Mon Sp 171501:16 2012 Page I ID:68Onedr/DIN6VkAM01DA0GaICd674M61U0PbYOdcuneddCP.KLNnnm1y2MKOm1v0W9 IS-I-- _iyi•12 I 14,41 61.12 1.544 II ace•1:22.7 E 11 8 c 12 1.6x4 II D 1.6x4 II C e A dam ■_ • • Y ■ 111 tea, •4.......��i, Vat Vas I 11 0 F 246 II 1.6x1 II 1.644 II 1.6w II I 642 I 61.12 Peculate fX nr n•0.2.6.044 TL LOADING(p6fj-_/,' SPACING 2.40 cm DEFL In goo) Udall L/d PLATES GRIP (Ground Snow•60,O) PMW Inane 1.16 TC 0.28 Vrl(LL) -0.D2 A M 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.16 BC 0.13 Vart(TL) -0.02 A ay 120 BCLL 0.0 Rap Stress nor YES WS 0.03 Hba(TL) 0.00 F Ns re BCOL 10 0 Coda IBC2006ITPI2002 (Matrix) WaIght 21 lb FT•20% LUMBER BRACING TOpC_H�_O_R� _ p ;Alt SPF No.2 TOP CHORD Structural wood sheathing directly app6ad or 67•12 co puffins, asap! BOG(>r(•11•F 4 SPF No.2 ate verticals. WEBS 2 X 4 SPF No.2 SOT CHORD Rigid ailing dlr.cdy applied Of 6.0-0 o6 bndng. OTHERS 2 X 4 SPF No.2 MITab reconyndaannppds that Stabluana and required seas bradng ha Installed neaatlal oulda.Tr�Ir1ao.Natloa w6A 8MbIIWr REACTIONS want 1.219/6-0-0 (Mn.414),F•6a5.0-0 (Mn.0-1-6),0.250/5-0-0 (min.41.6),H•116Io-0-0 (Mn.0-1-6) I�•�O Max Horsl•202(LC 5) Max UpmMi•-23(LC 4) F 76(LC 5) 0-112(LC 4),He225(LC• Max Gravl.341(LC 6),F•S9(LC 1),0•250(LC 1),H•715(1.0 1) FORCES (lb)•Maximum Carprnsioneakmum Tension TOP CHORD 6-1•-207/62,A•B•0/S9,B-C.-217/3,C•D.•143/43,M QN*11•was BOT CHORD H-1 .49600,G-HV11/60,F-0•49/60 WEBS 0-0•-212/148,C-H-100/167 NOTES 1)Wind:ASCE 7-05;Oomph;TCDL•4.Spa1,000L•S.Dpt,,h•26fr;Cat II;Exp C;armload;d;C-C ExtMor(2);nnUMver et and right epee end veNeslleft and right expend;Lumbar 001.-I.33 x.83 2)Tnra dwgns for wind loads d 0e p of ti»bun rey. to wind(n�rmalteti.face,an Standard ladvatry ens End Della as applicable,or consult qualified Wilding designer as par ANSUTPI 1. 3)TOLL:ASCE 7-06;Pg•00.0 paf(ground snow);Pf•86.6 pet(fid root snow);Category II;Exp C;Dirtily Exp.;Cb1.1 4)Unbalanced snow loads have barl�tltie design. 5)The buss has been designed for g INe Mad of 10.0 pet or 2.00 times fiat roof load of 30.5 paf on overheat non•oonaunnit with other Ile leads. 6)Trues to bit fully sheathed from one ha or securely braced against lateral movement(I.e.diagonal web). 11 14 a s 4? ..Y p� 7)Gale Muds spaced at 0-0-0 o9/ P P V op 5)Provide matia„Jnicao b p80ublotN nb bearing platcpableof wltatanding201buplftat JMIMMQPa�MM•@? L *c0 ._� `��r0, 5)Non Standard bearing condition. Review required. 1 r 41 4: 10)Thle buss M daWpnad In a000darles wit Ma 2006InWnadonal Building Coda section 2306.1 and Mwncad standard ANSI/TPI 1. : ` '.N+'d^v `. W cc LOAD CASES) Standard -. ?/ yIP.. .O ectiazireisstor September 17,2( 018MUde-1hredslie/nn.NMraaennhla NOM w inner'- rr#1+.ana= Deign weld Mr we GS**,MT*connects.The deeen a bated any upon paamels shown,and xtan eolmi en1. AppMad6y a deaenpaa melsand pope Incorporation a component a sponWmy or SSW down/•not Nwtlrpnr.kacln mown Yip!stem!wpperl a lnamducs eb rifler.only.Adddond temporary booing to Sure dabIty du4i11re1pconeuclIon x I Me erector.Addilonaap�wa cnneent ofIS aveall Sens XX the eenrrporSDNy or he bullinn�g1_d2dariglyn�,r.Pa general g ®M e, e consult Muir/bra 1Z"th 171rariea��rSSW0 reresAd er BPS Ole Dentonec,N027102 Job Tars Truss Type Oh My 64 Lumbar•Gretna* E6666009 8120.331 B-0IR Waal TNM 1 2 dab 9NMarc twos .n Chance Corp,PUmr,MA 01009 7260 e 2 2011 lad Inc. Mm Sap 1716:01:06 2012 Pam 1 D:g8OmMdFYtHBWeM�i FmTz6NakoSNJA7VLABit_ONDly kB 1-0-0 5-44 644 644 e+e • Bale•1:46.6 4kea E Iry 8.00 1x ear! N N 4x7 i D F r... , 100011110a13144 C OLdi IS■• H •to_ `' K 0 PJ 0 R 8 1 T U 112 611 II 5x7=- Bd = 3A 11 0.44 644 644 544 LOADING(pan SPACING 2-0-0 C81 DIFL In goo) WW1 LJd PLATES DRIP TCLL 38.6 P�Increase 1,16 TC 0.78 Vert(LL) -0.13 14 >e9e 360 MT20 1071144 (Grcwld Snow-50.0) Lumber Increase 1.15 BC 0.70 Vert(TL) -0.29 IJ >936 240 TCDL 10A Rep Stem Ina NO WI 0.61 Hca(TL) 0.03 H nh nil BCLL 0.0 Code IBC2005/7PI2002 (Matra) Wlnd(LL) 0.07 14 >999 240 N411phb 216 lb FMS rrr BCDL _WO - - LUMSIR BRACING TOP CHORD 2 X 4 SPF No.2'Except TOP CHORD Structural wood sheathing directly applied or 4.2.13 a panne. E-H:2 X 4 SPF 1660F 1.6E SOT CHORD Rlpld Sling direly applied r 604 oo bracing, BOT CHORD 2 X 0 SPF No.2'Excpt If-It 2 X 6 SPF 2100F 1.8E WEBS 2 X 4 SPENo.2 SUUDER LMI 2 X 4 SPF N``OL2.2-1-111''4,Right 2 X 4 SPF No.2 2.11-6 REACTION,4l1 lie$tsrwa'4MIM 0-2-15),B•-261/0.3.8 (min.0-1-8),L46061/0-66 (min.0-4-12) Max Hors B•4(LC 4) Max UplRH••666(LC 6),B4.4B4(LC 3),L -1063(LC 4) Max GravH•4O4S(LC 3),B•63(LC 8),L4061(LC 1) FORCES (lb)•Maximum CampreMloiWaidmum Tension TOP CHORD A-B•0110,B-0.41/916,C-0.26/1027,D-M•-3666/769,EdA.-3661/783,E-N•-3765/760,F-N•-38871769O° 00plE a @ F-0•-7177/1320,G-H.-7217(1292 BOT CHORD B-L•-6691149,IGL•26W149,14-0•66GU0,O-P•269/140,J-P•-669/140,J-0--1069/6308,0-R•-1069/6308, R-S•-1069/6306,l.8•-1069/6306,I-T-1089A308,T•U•-10696306,H-U•-106911306 WEBS E-J•M612591,FJ•-3340/664,F-9/61/2707,D-!4-699/4699,D-L•-4705/903 NOTES 1)2-py buss to be connected together with 1 Dk MAC Top chords connected as blown 2 X 4.1 low at 0-9-0 oz. Bottom chords connected as follows:2 X 6-2 ran et 0-7-0 oa ltWbe connected se follows:2 X 4.1 row it 660 cc. _ 2)ppl beds w miens n pr d m Ian b a6 pINS,9 6-nll!d2e �p (B)oMrx4N IneaYtlD CASE(8)section.Ply to 3)Wnt ASCE 7-06;9Cmph;TCDL•4.Spsf,,BCDL S.Opst h•28k Cat II;Exp C;enclosed;C-C Extonor(2);antllear left and rigid �� — y" exposed;and vsttal left and right exposed;Lumber D0L•1.33 plate grip DOL•1.33 4)TOLL:ASCE 7-06;Pr 66.0 pd(grand snow);Pf•38.6 psf Oat root slow);Category II;Exp C;Partially EM.; e- !awl )r66 w n u L j o w m nr 1 6)UnbNanad wow Iseds have been considered for the design. / 8t 7 �. 6)ThN �1adr agpadI�+lby o0�8r�oLf min roof Nye load of 18.0 peIr2.000mr 6n roof la0d30.6 pefaovrfrnpe � / ���V4(.. nC41-03110.IffinWIth other Ilve lads.7)P na1M�k�nbIM LR15319Y�eof�M to baring plan capable of withstanding 836 lb uplift et joint H,464 lb OM at)dm /\Vi. 4•+IYr W. 5)Thle Buss w designed accordance with i i 20081dsmM0onal Beading Code motion 2306.1 and referenced standard ANSIRPI 1. @ t i Continued on page 2 OFE88100V•' September 17,2C Datt ldtij!von//t,Wok mmecka.fhb based*Or upon pameten rI�WNtlua bulking component. A WAN r deer parameters a5/proper nacomponent k NopondblMyo not Vs designer.Bracing Mown ►brbeM sti t al Individual web member orb.Arrbnal lenpray raebg b Mon ISSN during comkuclbn Y IS mpandlegy al the sectr.AddlbeippyermMapneent badnsivairrplW overall shucks k Me rrporvisan of the butting ddir .llnnr Par genes guidance regadng ,gpp i e i Stik e�r'rrsei�e a 14,0 WXimo Rn ramie fir iMeea66bL9t6 6Frn i^.r•Grr On,erection and brad%consult Job Truss 01(8MSW.IC Oy Ply 64 Lumbar-Orsrflln E6666060 112031 13-01R SPbal Truss 1 2 Jab 1laterana suss Clynnor Carp,PSnw,MA 01000 7,260 a Aug 262011 WTrrb Industries.Inc. Mon 8p 1716:01:002012 Paps 2 IDlSOmMOFY00MNR•M0OIDAOOUCdb cX10J4KMy1Fmhte06Mr8NJJ7VLABti0M2MYOlNB RO7ES 0)Hs gOr(0)Sand fl 102 lb up to y shM1 W Proy s4 :11:$support C nanbIlan l��up at 7.2.8,064 t down rd 1d2 t up N 0.24, 062 lb up at 1102 82lb up 4 b 114-0,14 dam 0nd 162 lb up M 152 lb up om chord.4Ib h deairr 162 lb up 61 15.2onnsol1b tlwm and 102 eb up at 17.22,and __b SD°•.4 162 lb up N 10.22,End 964 lb dorm and 182lb up M 21.22 on bottom ottord. T .ds$ acdO l Of such Or flSOtia1 davks(a)la 610 raporWb06y of LOAD CASE(S) Standard 1)Snow:Lumber Inwnn1.16,Flab Incr ua-1.15 Uniform Loads(plf Van:A-E -97,E-Hs-07,B-H.-20 Concentrated Loads(lb) Van:Ks-954(F)Os-064(P)Pe064(F)Oe054(F)Re064(F)S•-064(F)1•464(F)Us-064(F) i os■ABlldkw tin aatllYsbA2�Oluplporom Q,Wir2:o�IB�6IIng comonant. O11E CpB, r� 00MeYIppnw WANING T Y baMOOnKupon pmambll shown,adtr KSIMIa bullQnOaemcingsh AppMabM1•altl� �n of component b responsibility of building deepen not nun OMgnw.6raeing shown is lateral'twat of Rea mom ona,A al Mmporay bracing to Insure dotty tlulro CanMUOMan b IM mPOmknM of the erector.A d permanent of 1 Y Its rMpon11M6y of the building designer.Fa general guidance rpodp0 Iab colon,quellyoao�,nboot lofnamryw ply � fee aonwM �����114�,NFb ail 6p16Wng Cempenen �fffr/ysalererla earBlaa�etMMawiM'auise���IO1e7.seALatraNa0Md6r ma g6M�rMen Cru s ,lop TNN TNN Type Oty Ply 64 Lumber-hssnstaln 86606061 812031 C Comma)TNN 1 1 ,Ip had nnn teatera0 Glynn*Corp.Palmer,MA 01069 7,260 s Aug 252011 Wle Induelfiss Inc, Man Sp 1716:01:092012 Pape 1 ID:g$OmMdFY061BNA:MSWDA Nl1IkW.kaeuwabV0aet_OK2My 6 - 140 374 -..3.1.0 3d-0 374 434 a Salo•1:N.7 0 10.00 t2 4x4 4- K 4p1 4• C E i 3x4 11 tot 11 F B I H 0 341= 3r8 = 3rd= I +114 I 14114 I 4114 4114 LOADING(P4 SPACING OA aryl♦r DEFL In goo) IMe8 lid PLATES GRIP TCLL 38.6 Pteteslncrts 1.15 TC 0.33 Vet(LL) -0.01 H >999 380 MT20 197/144 (Ground Snow•60.0) Lumber Increase 1.15 BC 0.26 Vert(TL) -0.06 H4 >999 240 TCDL 10.0 Rep Strut Ina NO VW 0.26 Horz(TL) 0.01 0 r/a one BOLL 0.0 Cote IBC2006/TP12002 (Matrix) Wnd(LL) 0.01 H >999 240 Weight 69 lb FT•20% BCDL 1E0 TOP P CHORD 2 X 4 8PF No.2 TOP CHORD Structural woad 6hEMb fy gweammompruna, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 8PF No.2 BOT CHORD Rigid oiling directly applied or 10-0-0 a bracing. MITek reaamle4.that Stabilizes and required cross bradng be labeled during truss section,In accordance with Stabilizer Installation guide. REACTIONS gb/alze) 1•913/46-I (min.4141),0•792/0.64 (Mn.0.1.8) Max Horzf• 11LC_ 1 __ ___6-0/® Max Up1Iti•-1 R18QMINp. FORCES MI-Metinwm Cor prss&on/Mtlmum Tension TOP CHORD A-B•01128,&C•-267/117,CJ•-1163/176,D4E-661/195,D-0-467/196,E-K•-661176,E-F -8491111,13-1•496/168, F-0•.123/114 BOT CHORD H-I•-90/636,G-H•47/644 WEBS D-He-129/371,E-H•-212/146,C-H•-191/147,C-I•499/96,E-0•-637/102 NOTES 1)%Int ASCE 7-05;90mph;TCDLM,I1pN SCDLb.0pr1148d1, CC Exterior(2);cantilever left and right exposed;end verbal Nn and VI exposed;Lumber DOL•1.33 plate grip DCL• .33 2)TOLL:ASCE 7-06;Pg•50.0 Pet(wound snow);PI•38.6 per(flat root mow);Category II;Exp C;ParbaW Exp.;Chill 3)Unbalanced anaN lords have been qopplelered far 4)Thu truss ha been assigned for p bialy) ,apt or 2.00 emus flat roof bad of 36.6 per on overhangs na>aonournnt with other Ire loads. 5)Provide medrnlai connection(by others)of Wee to bearing plate capable of vAthetding 191 lb uplift at Joint I end 131 lb uplift al joint G. 6)This truss Is designed In accordance with the 2006 International Building Caw nocen 2308.1 and reerertaY IM.g®7 a of NEW LOAD CASE(S) Standard ' ROpe %O n` September 17,2( A e void for use only with MOM connedas.The only a bond only upon pommeled cam,and h ban IndMaud butng component. A sly of deignppoomet and propr lnnrPOanon a CanpOnent a reporebNhy of aJldinp yeI no.A�ylp Yaor.A Maui l art permanent web mambos car.Ar.ict al teroaay bracing a Insure staddy cl I'bonce egor IIBAe�,Ia®a1F���� �r recta.Add olapvermanentt Prro7dutln�ephMawpfiyhee overal&vea hnthe Amondb�lW of the Pohanggvdedelaneert• W�aardfellnlann engodNg h,team and foblootIon,gaily control.Ponape, tni ttYer6aaie teW idv hrirrf Otel '. as e� Yr vie► tren�,di Re Job Truss Truss Type Oty Ply 64 Litter•OrwnNNn E6666062 812031 CC Common Trots 1 1 ,lab Reran•illitimVIONtalliMO Clyne Corp,Palmer,MA 01089 7.250•Aug 26 2011 MRes Industries,Ina Mon Sep 1716:01:102012 Page t ID:OBOM.WFYDWBNkMB01DA00iCa•4JROVYPLGJCO VA89p6H*f3l6X� 140 611J 61 U6 14-0 4x4 6aW•1:41.7 F 0 woo FT E - y 111111,11 H 164 II 0 12.6“ 11 YY q A S ^'l __ _- ___... _. _ 7101 J K I5 T 6 R 0 P 0 N M L LOADING(pet) SPACING 2-0-0 Cal DIFL In (hoc) I/dMI L/d PLATES GRIP TCLL 38.6 Plates Irroreses 1,16 TC 0.33 Vet(LL) -0.02 K nlr 120 MT20 197/144 (Ground Snow•60.0) Ltnb.r Increase 1.16 BC 0.11 Vrt(TL) -0.02 K nh 120 TCDL 10.0 R.p Bbese Ina NO WE 0.18 Hors(TL) 0.00 L me me BCLL 0.0 Cods IBC2008RPI2002 (Mebbp Weight 70 b FT•20% _BSA/ 109 LUee P41-,0 IL 02400 BRACING TOP CHORD 2 X 4 8PF No.2 TOP CHORD Sbudursi wood sheathing db.btiy spoiled or 6-0-0 oo putin., except BOT CHORD 2 X 4 SPF No.2 end vertials. WEBB 2 X 4 SPF No.2 SOT CHORD Rigid ailing directly applied or 6.0-0 a baring. OTHERS 2 X 4 SPF No.2 MITsk recolrm ends that Stabilizers and required acs SrealOg be Installed during buss ereWa,In aOardance with ■Intellstlo axld.6 REACTIONS (b/size) T•190/13.11.0 (ruin.0.2.14),L•190113.11-0 (min.0.2-14),P•246/13.11-0 (min.0.2.14),0.23'/13.11-0 (min.0-2.14),R•246113.11-0 (min.0-2.14),8.116113.11-0 (min.0.2-14),0.233/13.11-0 (mm.0.2.14), N•248/13.11-0 (min.0.2.14),M•116/13.11-0 (min.0.2.14) Max HorsT•32(LC 6) Max Up46tT•`10(LC 4),L•-2(LC 6),0-81(LC 6),R•-100(LC 4aS fit (flyi•-100(LC 6),M -162(LC 4) Max GrayT•281(LC 6),L•261(LC 6),P•246(LC 1),0.294(LC 2),R•248(LC 1),8.116(LC 1),O.294(LC 9),N.246(LC 1),M•116(LC 1) FORCES (Ib)-Maximum Compr.ssioru idmuum�Tension TOP CHORD H-V•-64/60,,H-I•-6F'IR6•/6�177 C-D 128.E-U•0/131,E-F4-63/209,FA•-63/209,G-V•0/131, BOT CHORD 8-T•-4/1706,R-8•-97106,0-R•-48/106,P-0•-461106,0•P�d106,N-0•-46/106,M-N.-48/106,L-MM6/105 WEBS F-P -206/0,E-0•-2641 103,D-R•-203/129,C-8•-96/114,0-0••264/103,H-N•-203/128,I-Md98/112 NOTES 1Il�,���m 1)Wind:ASCE 7-06;80mph;TCDLM.Spet BCDL•6.0pf,,892613/Cab II;Exp C;enclosed;C-C ExMnor(2);antilever left anPIgrrr•V 9 espceed;end verbal left and right.89oved;Lumbar DOL•1.33 plate grip DOL•1.33 2)Tnaa designed for wind loads In tite plane of s truss only. For suds exposed to wind(normal to tite ma),see Standard Indatry 0� NC'{M1/Gable End Defans es appliabie,or consult gaNlad building designerfass par ANSI/WI 1. 3)TOLL:ASCE 7-0b Pg•60.0 pef(ground snow);Ph36A oaf(flat coon y II;Exp C;Partially Exp.;Ct.1.1 �.t4 a.u y0 `.4)Unbalanced snow loads haw been considered f r tiw design. �P 8� v9',�6)This bussls.ban designed for greater of min roof live bad of 14.0 paf or 2.00 times flat roc load of 38.6 pat on overhangs /y A .l.non-coricurrent wren Aber live lade. (j/* 4c �.1 6)Ail plates an 1.6x4MT20 uMess o-. -. InAIQgW����7)Gable requires canlnaws botom chord brsri A,2i "Isla6)Truss m os tully.h.a0lea ham ante tabs a aaaaaN txaoed apsicet label mowmesl(L..at.gonat web). ( '.1 F.i+'iS 9)Gable studs spaced M 2.0-0 oa 10)Provide mechaniosi oan.dbn(by otters)of hues to baring plate capable of withstanding 1016tWI jilici T,ILIb up I L \Zgw d�•81 Ib upst M jolnt 0,100 b uplift M Joint 8,167 b uplift M john 8,81 b uplift M Joint 0,100 b u 62 lb M. 11)This buss M designed M.cedes with Me 2008 Internonal Building Cod.section 2306.1 and referenced standard ANSIRPI 1. Continued on page 2 err ♦ iszai ®tar n September 17,2( 0■ARIdQ- s`1.{ererar'emadMIDM San9OeAw11104016 11 11111�16rsINS6E63sr-'hinalr6REail DDeei1qgnn void fa ur only with aonnecbn.Thb deean b based only endx fa an lMteud bua.ng component.Apl,l WV rdrgn ppeaasr," ark ppeOopnY waaparbn d compone IIdng deign'•nol true drignr.UmcNb,hewn YtabWa Ngrtof dNk,raweb membrl only.Adinond Mmpaar bnoe 0 to lroa dabely dWnp coneme6on x tat repondb ty of me *meta.Atlel dnappyermaneenttProcinngFof thhe ovorollu2hewxtrseeb tat rrpaktla6Y a the boldbgg ddedggnnr.7ageneal guidance naodng Ia..M_,.��, t ,�iMrar teralWerYrre�elfe�ulaavM,e�w�eM �B6rAL.0 sr s oson0 Shin. ,tlbr,Mn,NC 47esf�•�� ®n Job Trues Tin Type Sly Ply Mt Lumber•OreemWn e1 ►Se® , o*1VV i ocrr avisaamionwv vs,?-v.>ovv.-wm. [ovvvoommwoo>vmo-vvoorgrop Jnb Referonc.loomwt Clyvrar .Cap,Palmer,MA 01068 7350 a Aug 262011 MRek Indueta,Inc. Mon&P 17 t601:10 2012 rdW 2 ID:880mMdPYDIM5NAMa0IDA00zlCdby ROWP LOaDOwtw20p9p6M91dJIB%ENAplMrydWT LOAD CASES) Standard IESEIM•wnbaan Wok connw--ewdAND AWE OEpon plb AIR�'AIE/�•'AM IE►6AE at DoWwpan void for t onbom wnneelam me dWpne beeed onnuponP I wino Poland nl.rasa II for osy of deion pawn an0ombers eoP>otbngeomponeMY nwto Inu ofNbuullinggdeknw•not fruit dWrar.Mado�nyofth liriM mom.Addlioal�p Individualweb overall v� wiM ctureeethem olty tracing to buldin fq♦yla7al��npadrV of the n IXbennfWdfletn IS&I reeve gsell Nei:Ur ire �eEM�9pa.ICNMMnbe WSaned Ne ewrla Reed aaAi.Efl KU lA be ARa. admrn,NC 27142 Job Truss mce Truss Type ON Ply 64 Lumber•OwnatNn 25558011 612031 C-GIR Common TIM 1 3 a RMerena raatlons0 Clyvenor Cap,Palmer,MA Cow -7t�11�whlu,Inc. Man Sp 171631:112012 Paw 1 ID:gSOmMdFY01 MIdA b UIdMENBKp10h86IRREKUBVOdEytlVr6 iro sir 34a *40 3.74 44 I I Scale•1:46.2 E y1 10.00 12 5-a G L M D / F C IL H t,/ _ _ ill MI-_ 1; .. N 0 P 10,12 II K J I 1002 II 2t6 II 1410 • Job Two True Type ON Ply 64 Lumbar•Orrenitin E6666063 612031 C•OIR Cannon Truce 1 3 9tlarenn reetkinn CtyvNOr Corp,Palmer,MA 01069 7.2 MITPI1 In�tIn Inc. Ma Sp 1716:01:112012 Papa 2 1D:gSOmMdPYINMSYMM6 I W11171Aunt U4dMEMBKp10h666p cE1g121VOrlEyaIN! LOAD CASE(6) Standard 1)Snow:Lumber Inorwne1.16,Plata InorsnaH.16 Uniform Lade(p6) Vert A•E-97,E-NE-97,13-NE-20 Caantratd Lade(lb) Van:J-6796(8)N-2460(B)0-2760(B)P-2927(8) ACpWerypnnvrW ear uM xb'"1MMnellr»nnecl ims risen Ytwrhtnbupxprct Mf b drdY lorandiddxl agdMq.iitdn how. �ig& t•pplcadM etdapn pap�l�n antl propvlonly Ad Ih ercamparnlYmponobllyabMnptla construction ru.tadny of .T�� YYekil ru MalnddgdaeuplwM me~ana.Addllencl hmpaW axing to taus tlabl6y Far Y the et Me �nct��raianhfpnl�ap of Me overall structure YY Merrpaebey of Me bulking dear..7a canal guidance regarding �1E66W+dM0L�C71 l.�d� a ryldslglrf7M6 Mi� 1 Salt we t6A. iaaanNC27an Yee/YI t ira Job Taus TNN Type Oy Pty 84 Lumber•OranSin E6568054 912031 D Cannon Tna 2 1 awe Monona Clyvaw Corp,Palmer,MA 01066 7,260'Aug 14 101_1 MP_hk Inc.InduMlaw Ma Bp 1716:01:112012 Papa 1 ID:OSOmMdFY01N6NkM OIDAOGMI IMYBVNVnWaleENBKp10gMT7WMU2N0dEydyAB 140 4-1-12 ' ' 5.44 6101 41•12 140 4114= 8We.1112 0 10.00 lii L 4>4 ii K 4MQ C E n' 2104 II 2.5x1 II F 0 q J 1 K 315 = 3180 3A = I woo I 1840 I ______400 1100 LOADING(p'O SPACING 2-0-0 CSI DEFL In Ilea) USA L/d PLATES GRIP TCLL 38.6 Plata Increase 1.16 It 0.34 VugLL) -0.02 I >999 380 MT20 197/144 (Ground Snow•50.0) Lumbar Ir1aw�P 1.16 C 0.35 Vat(TL) -0.09 IJ >999 240 TCOL 10.0 Rap SUra Pub #° U EWB 0.37 Hora(TL) 0.02 H n/a rata BCLL 0.0 Code IBC2006/7•12002 (MaMk) 1Mnd(LL) 0.01 I '999 240 Yacht 50 lb FT•20% BCDL 100 LUMBER BRACING TOP CHORD 2 X 4 SPF No,2 TOP CHORD Structural wood MaaItar116 6.0-0 a purilns, moat SOT CHORD 2 X 4 8PF No.2 and era llals. WEBS 2 X 4 8PF No.2 DOT CHORD Ri91d calling directly applied or 10.0-0 on bracing. MITak raoarl nandN flat Stabilizers and raqulrsd eras bradng a Installed dWng buss oration,in saordinal with Stabilizer InaSiWnjulds, _ REACTIONS pedals) J•1030/04.8 Mtn.0-1-10),H•1030/0.54 (min.0-1-10) Mu MO 31 LC V.•M 6) FORCES (lb)-Maximum CorpraNawM durum Tension TOP CHORD A-B•0/12S,B-C -872/128,C-Ke774/196,ID-K -573/217,D-L•-673/217,E-01-174/195,E-F•-3721127,F-G•01128, BJ•-486/159,F-H• 65/169 DOT CHORD IJ•-40/839,H-1•-38/1139 WEBS D-161411442,E-01-2411161,C-1•24W167,C-J•882/10i,E-11•-8621105 NOTES 1)Wind:ASCE 7-06;90mph 0pst h•2611;Cat II;Exp C;andond;CC Ektador(2);antlesr let and rigid exposed;and*dal left and exposed;Lumbar DOL•1,61 plats grip DOL• ,33 2)TCLL:ASCE 7-06;Pr 50.0 pie(ground snow);P•35.8 ply(sat roof snow);Catagay II;Ekp C;Partially Exp.;CN1.1 3)UnbalenoW Srrgpww ~ for this date, 4)7Natis g tbif Ina load of14.0pN a200 Bus Mat roof load of 38.6 par aoverhangs naeaamM with ofle Ile loads. 5)Provide mechanist aaadbn(by Ohara)of truss to baring plata capable of w6Mtandln0 203 lb uplift it pint J ad 203 lb uplift at 8)mu sus Is dslgad In aoardv •with as 2005 lntamedad Building Coda seclIMMOSININIMPJI standard ANSI/7PI 1. 5. � NEw LOAD CASBp) Standard nto�\ y.. * '` i *1 Le lC.C „ 4: tr Zdi "- e/ \% OB6111 V A90FESSO September 17,21 A O n void it ue onto with MOM conflation.M it Sian it booed only upon paamsNi Sawn.and k far an bdMdua bulking component, 0Aap1plplabar a deign woman and nor I...o on of Wmpon.nl kipigy • dmlgna.brieMpalown If br Ward rapport a IndMdualwweb montSf only.Adddawl tenpaay his it 11,4 mrpowit4 of the emaar.AddXMal immanent dlM avant dmctum►the bay of t butt dWgnr. gonad auecnce regarding M e fabrication,many caovnta,,dotaage..w ,antatubn,�andNb�ISe aFM and KMlu6My Cempmen �iY er fpilYeSerYanedaea.lallluleawYnXg YflJC sr smaiwil Wit all'Gondolas Rood Mirka NO271112 Job Tom Twos Typo Oly Py 64 Lamar•OranoWn E0566066 812001 co cadhOs® 9 01561X290Ym 1 Jobtyatr•w.latSSl Clymer Corp,Poker,MA 01060 7.260 o Aug 25 2011 MITex ISSN,Co. Men Sep 1716:01:12 2012 Pegs 1 10450mMOFYD1H8NOMBOIDA00z1Cdb-00Z1105M110240CCWW0P5ZMAIMMKYD-ABYMMI 041°1 n 11 140 II. aa c; D BOO 40 4x4 = sae•1:61.9 F E 0 1000 1x v D H C I 2Ne ,� ,2d II J K T B R 0 P 0 N M L 2x1 II 201 II 1 16.0.0 I 1600 LOADING OEM SPACING 2.0.0 CBI DEFL In (roc) wee Lid PLAT B ■NNMrrtl TCLL 38.6 Pew Increase 1.16 TC 0.33 Ved(LL) -0.02 K nit 120 MT20 197/144 (Ground Snow•60.0) Lumber Increase 1.16 BC 0.11 Van(TL) 4E02 K nit 120 TOOL 10.0 Rp Stress Ina NO WE 0.24 Horz(TL) 0.00 L n/s rife BCLL 0.0 Code IBC2008RP12002 (Math) Walght 62 lb FT•20% SCOL 10 0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 co purling, except DOT CHORD 2X4SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 SOT CHORD Rigid ceiling thready applied of 6-0.006 bracing. OTHERS 2 X 4 SPF N0,2 MITea recommends tat Mobilizers and required Moss bracing be mouse erection,in accordance with Stabtzar instillation Buds. REACTIONS (than) T•232/16.0-0 (min.634),L•232/16.0-0 (Mn.0.34),P•239/16-0-0 (Mn.0-3-4),0434/16.0-0 (an.0-3-4), R•241/1640-0 (min.0.34),8•204/1640 (min.0-3-4),0.234/16.0.0 (min.0-3-4),N•241/160.0 (min.0.3.4), M•204/16.0-0 (min.0-3-4) Ma HortT•-31(LC 4) Max UpIIRT•611(LC 4), 444(LC QMEN IMIC 6),R.-94(LC 4),8•-137(LC 5),0•-76(LC 4),N•44(LC 5),M.-134(LC 4) Max GravT•239(LC 2),L439(LC 3),P•268(LC 4),0•306(LC 2),R•244(LC 2),8.20(LC 1),0•308(LC 3),N•244(LC 3),M•204(LC 1) FORCES (lb)-Maximum Compnsabn6daximum Tension TOP CHORD B-T.-218184,A-$4/126,B-C•416/62,C-0 •69159,D-U•-65/176,E-U•011B1,E-F.-91/266,F-0•-M4®PBM4dM9,4*. H-V•45/176,FW.-60/91,I-J•-06b2,J-K• /128,J-L -216/81 SOT CHORD 8.7•64107,R-8•64/97,0-R.-64107,P-0•44/97,O-P•54N7,N-0.-64197,M-N.-64/97,L-4/ 44/97 WEBS F-P•-243/0,E-0•469/911,,D-R•-202/123,Ca-170/129,(3-0•-26W,H-N•-202/123,I-Me-170/128 NOTES 1)Wind:ASCE 7-0&g0mph;TCDL•4.Bp.r,BCDL•t.Opsf,h•26R;Cat II;Exp C;enclosed;C-C EANSAPAIRAIIMMIla right apoeed;and vertical left and right exposed;Lumber DOL•1.33 plate grip DOL•1.83 2)Tow designed for wind loads h the plans of the Fuse only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Deals a applicable,or oonMitgw l5ldd building designer as per ANSVTPI I. - 3)TCLL:ASCE 7-06;Pg•60.0 par(groulaW, 6 pet(sat roof snow);Category II;Exp C;Prissy Exp.;Ct•1.1 of NE•y' 4)Unbalanced snow loads how been considered for the design. 6)This trues hanb�Wiled for of Mn roof Me lad of 14.0 pa or 2.00 times flat root load M 38.5 pstal overhangs /y�P�J�'11FA•u ,�,�9�\ 6)AB pew w I..M O�tdCaed. r/ !4` •: lC9 A Gabe requires ring, 8)Male to be full 'tweed from one loos or securely braced papa lateral movement(I.e.diagonal web). (re / ,�4 /I 9)Gable ads spaced r 2.0.0 e6 �� 10)Provide mechanical connection(by others)of Fuss to bearing e of inrpg��/�p uplift'taint T,641b uplift at)clot L ,7/IC uplift*jam O,W IC uplift at Joint R,1371b uplift at aolM��/iq•atadM N and 134 lb uplift at Mint M.11)This Fuse Is destined In eaoortlna with the 2006 International Building Cote section 2306.1 and referenced standard ANSI/TPI 1, c�A 09611 to LOAD CASE($) Standard 9�FESStONr September 17,21 A W ••I ea4SE/DNplal ay,woNCROZ MITIMIrh�iirraannn ISFOSI A DDSe�grnis ldfareaony with upon pommeled Mown,and b tor an lMOWUaI Puking component. ApploablNy eldeil ppaawamn IS tent b rerporayty of aalro dedgnw•not Ina designer.Ya&o shown b la blMaltyppqt of lnlNdudweb m1 07ny.Add6brwl hem Pacing to Movestadtly during endrudbn x the mpon4det'at the Tall erdar.Methanol permanent bracing d 1 ubaN at re bump angMr.For general guidance regarding Inblwtbn,ovary woo*dara9a.do Nel el e It 1 me.red edl mono Careened from Fate IN. oeet, alts tee runst Rail wAere as Sees YAMS r res00011mAPIL Union,Na 27es2 Job Inn TNN Type Oy Ply 84 Lumber•Gfeendsn E6668066 512031 DAIR Common Tar 1 3 Jab R•/ran.Jppypntl Clyvwnor Cap,Pelmet.MA 01088 7.260 is Aug 2 1 MITek In melee Ina. Mon Sep 1716:01:12 2012 Page t I0:88OmMdFYDI MN°M8OIN 7440421A8M484I/811423.441/04243 41.12 Sum 1114 41.17 46 I I Sods•1:61.2 C phi t0A0 IW 4%6 x L "SD dug 4r6 ei \\ A i . n.� __ . `mow -rrr-r � ' M N I 0 P H 0 RO 8 TF' 6x7 11 741= 610 Job TNa Truss T1Pe OW Ply 54 Lumber•Oanddn EfMe6066 112031 0-WR Common Trues 1 3 JobRolm=faaenen Ctyl,„ !fr 7.260 a Aug 26 2011 Miter Industries,Inc. Mon Sep 11 ltOlt12 2012 Pees 2 ID:O/OmMdPVDkMNtMIOIDA00zICdb-06IDx6NWBg2s00CVo612a1FpWMM nKdNbEJllyelMe LOAD CASE(1) Standard 1)Snow Lumber Increaee1.16,Plate Ineleaee1.16 Uniform Loads(plo Vert A•Ce•E7,C•E•47,FJE-20 Conaenbatad Lobe(lb) Vert ME-2140(F)NE-2134(F)0E-2136(F)PE-21311(F)CM-2136(F)RE-22133(F)2042140(F)TE•2140(F) 01 wee test am 2l cot memo IAZMOMI nWNarn won tat DDWYppnvaie hx wMI1RF�deen a booed only upon paamrrr down,and b lot on IndNldual building component. Appkabely r�ddeaadeein parameters and IMapaeSNn of component I mpondbltty of building design.not fir Solent.Bracing mown efaicr.AW pal permanent Soo i�Idalbnal temporary obW inking esgnMOaunucl guidanmpomldng often radar.Adqubnalpmxmenfhae Can mpandbeen the bulking designer. gametal CI land Compe n 1 fahrlcollon,guaiM aaav�odllpoobqlexeaant Ir�emeueleen,2111 Leeng Mot Sun* 12 WN1a��yAGer�e14M and epleNMle�emponed �il r lMSM emeMen elYreewWalr�aaYYreealrtl∎karrsia Competent 1110 lkndeldeEt Job Trues Truss Type try Ply 64 Lumber•OmnMMn EMMET 612031 E Common Trues 1 1 ,O (amends _ 7.2602 Aug 25 2011 sera Industries,Ina Man Sp 1716:01:132012 Pool IDgSOmMdFYINHVAt M6OIDA00sICdb•UI7%MNBDMV(NnkLCDOV51MIMhRD0nV@J(17ydSW I 444 I 749 1112 1660 1 I 4.04 3}12 t .6 3612 4-04 1-00 4M = WM•1:498 C AIf 4n4�tt D II 3 E 1 R. F I H 0 444_ 248 Job Tine Taa Typo ON Ply es Lumber•Orients E65650511 812031 EE CoVlt#MMrr 1 1 Jab RNrade footloose Clymer Corp,Palmer,MA 010a 7.250 a Aug 252011 Mrrek Induablas,Inc Mon Sp 1715:01:132012 Pogo . it 6 ID;gBOmMdFVDIEVIOAtd601DAO0sIC b-UI7XBRNBOBAV)KlkLoDOVBMAMOHRFOnVo_RITydNM . , X99 1-04 74-0 7+0 1500 IxI ID Sabo•1:00.5 F ii E 0 l0.a 12 V U D H ee�� C I rl'2�4 a la,I 1 I'Y 11 K 4 T B R 0 P D N M L 2.4 11 b i 11 1ti14D• LOADIIG(psO SPACING 2-0-0 CBI DEFL in (be) Ltd Lid PLASH Sssr I� TCLL 38.5 Pita.Increase 1.15 TC 0.33 Ven(LL) -0.02 K nit 120 MT20 197/1 (Ground Snow•50.0) Lumber Inseams 1.16 BC 0.11 Vert(TL) -0.02 K rah 120 TCDL 10.0 Rep Stress Ina NO we 0.21 Hoe(TL) DAD L nh nl■ BCLL 0.0 Code IBC2006/TP12002 (Manx) Weight 79 lb FT•20% SCDL 100 _ — _ LUMBER BRACING TOP CHORD 2 X 4 SPF Nat TOP CHORD Structure'wood sheathing directly applied or 6-0-0 a puma, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ailing directly mailed or 640 a bracing. OTHERS 2 X 4 SPF No.2 Mirak recommends that Stabiliz r.and required cross bracing be M 1150 erection,In accordance with Stabilizer insteaatic019gI. REACTIONS ('delve) T-217/154.0 (Mn.432),L•217/154.0 (Mn.432),P•248/1660 (Mn.04.2),0.233/16460 (Mn.0-3-2), R•244/16-6-0 (m4/.0.3.2),8•184/154-0 (Mn.63.2),0.233/15-6-0 (Mn.0.32),N•2MM6-0-0 (Mn.03-2), M•1641154.0 (Mn.0.32) Ma HazT-31(LC 4) Max UpiIST••49(LC 40 1 •66(LC 4),8•-136(LC 6),0•-77(LC 4),N -96(LC 5),Me-133(LC 4) Max GrayT•227(LC 8),L•227(LC 6),P•253(LC 4),0•304(LC 2),R•246(LC 2),B•164(LC 1),O•304(LC 3),N•246(LC 3),M•164(LC 1) FORCES (lb)-Maximum Compraaln/Malmum Tension TOP CHORD B-T•-205/76,A-50128,6C•55/55,C-D•`64/57,D-U•-0W163,E-U•0/166,E-F•-67/243,F-111101/1814V40168,02 965X4064Y• H-V•-60/162,H-I•-6U67,1-J•4W56,J-K•0/125,J-L•-208172 BOT CHORD 8.143/100,R-B•-03/100,Q-R•431100,P-0 -53/100,OF•-63/100,N-0•-53/100,M-N•-53/100,L-M•-63/100 WEBS F-P•-22610,E-0•-266199,D-R••204/125,C-8 153/123,0-0•-265/89,H-N•`204/125,I-Me-153/122 NOTES JL��,p ca�pn'i�rT� 1)Wind:ASCE 7-06;Oomph;TCDLM.Bpet BCDL•6.Opt,,h•251t Cat II;Exp C;end ;C�EHa�);w aMaL18 d9M expand;end venial left end right exposed;Lumber DOL•1A3 Sete grip DOL•1.33 2)Tnsa designed for wind loads In to plane of the truss only. For studs exposed to wind(nor al to the face),ate Standard Industry Gable End Details a ppllgp yr o�rwkii ilea building designer a per ANSVTPI 1. ..... _3)TCLL ASCE 7-05;Pg•6R>8/81A 41 e`w);M35.5 per met roof.now);Category II;Exp C;Partially Exp.;ca1.1 F NE 4)Unbalanced wow wads have ban considered for this design. /4 oP U W k. ' 6) ban ggetterambsour live bed of 14.0 pefa2.00 tlme.nos roof la0of 36.5 pet on overhang. 4y4. , $is��� \with otter INe lads. 6)All w .6X4 0 uhises of wfpe IntlweOed. * k ',1 5)Tw&to be fully sheathed from one foe or recur*braid against lateral movement(1.e.diagonal web). • , S 9)Gable Muds and et 2-04 cc �i W 10)Provide meow ilal cnnsdlon(by others)of Wax to bur__MQ_pWe capable of wihalading 49 lb uplift at)da T,441b uplift at Joint L ,77ibuSMatJo1MQ,965 uplift MJdntR,1361bu lb uplift ajointO,galb uplift a)olntN end 133 lb uplift ajoint 11) M. trues I.designed In aardrra with the 2006 Intemabnel Building Code aeon 2306.1 and referenced standard ANSI/TPI 1. rat 066111 !*p v LOAD CASES) Standrd 41:16 Vi 17,21 £WARMS)•Pre ■rraMre seilAMS NOS arIwoJ1ioYA7669DE82ilswaos now ispahemonUla n Yab la�yL O n��ylStign k bawd alb upon paaMten shown,end k Ax on lndhldual bulldog component. • `a6rer, 6eAearkin of component is wrponcSRy of bulking dolour•not bum eapnr.lraing shown Y eniapppppql1 orndhwual web lne en ens.Ademonol hmpmar/ g to Inns stately during aonsWct'a I the responsibility or the erector.AddlNend prnxvent M the bulge dselgnr.Prg•n o'gWbnce wgardng /1114101 l�abdeollonn.gusty worst nos 1 Ara rs KM MOM'Careoa* r6 sourness Reel trine elftl!•erla�11 'YIN./ yolimi�Wwo �wtAM r-- -ton 54rn,Ne nu Job Truss Truss Type Ply Ply 84 Lum6es-Onerletsn 56666069 612031 E-0IR Common Truss 1 3 a Rohrer Moran Cyvenor Cory.Palmer.MA 01089 7.260)Au92 11MR IWUeblee loo. Man Sp 1716.01:142012 Pegs1 IDtgSOmMOFYDBYVAW6Cl �bri&WrktRouEVJTgA2PMi0162401/d •4-0-4 _ _-6412 64-12 4-04 140 4t17 I I Sre.1494 D • 10.00 12 3f3// M L 313 Q C E 416// ��� F B A_� _ I _ -. ..I -_ __-_ _� � tic N __- 0 K.. P _ 0_J R I -_- r.10x12 11 10)12,II 213 11 10010= 2l3 I I I I 7.04 I 11.512 I 1640 I PSWOfflegle_Xj._Y1: 1:04-0 0-0.8110:0.7-4.0.0.8!.0:0.6-0,0-0-01 - - - TOE'"►�-►®86 02�0 2.4o MN OWL In (b0) Vd3A Lid PLATES GRIP (Ground SnoA•60ODO 1.16 TC 0.61 Vert(LL) -0.09 MI •999 360 MT20 1tmUrrrrrrr Lumber Inane. 1.16 BC 0.47 VM(TL) -0.14 14 •699 240 BCLL 0.0 Rep Stress Inner NO WB 0.60 Hore(TL) 0.02 0 Ni n/a SCpL ten Code IBC2006RP12002 (Math) VAnd(LL) 0.04 14 •999 240 Weight 329 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.6E TOP CHORD Stuctunl wood sheathing directly applied or 6-0-0 co puriins. BOT CHORD 2 X 8 GYP 2400F 2.0E BOT CHORD Rigid ailing directly applied or 10.0-0 a bracing. WEBS 2X4SPF No.2 SLIDER Left 2 X 8 SPF No.2 2-7-11,RIgM 2 X 6 SPF No.2 2-7-11 REACTIONS M(�e) AVM7 S n.0-2-15),0.7060/0.64 (Mn.0.1.16) Max UplIRA•-1770(LC 4),G-1430(LC 6) FORCES (lb)-Madmum Compression/Maximum Tension TOP CHORD A-B•-10964/1664,B-C -10914/1691,C-L•4277/1666,D-L•4221n677,D-M.4200/1674,E41-1274/1666, E-F•691i/1561,F-0•4007/1619,0-H4/27 BOT CHORD A-N.-12821/60S0,N-0•-12811/8080,140•-128611030,K-P0-121896060,P-0•-126616060,J-0•-1 te21O60,C fl l J-R•-124216606,I-RE-1242/8606,01ct•-1242/6689 WEBS DJ•-1966/9629,24s-232/25k 2-1-292/791,C4E-2528/3164 C-K.-344/3709 NOTES 1)3-ply truss to be connected together with 1812412(1/4 X 4.5)screws is Mlbws: Top chords annexed as follow:2 X 4.1 row at 0-9-0 o0 Bottom chords connected as fora 2 X 2 at 040 cc. Webe connected r foeown: 6101•t IdBB>BlOkV 2)Al IoW)are considered pally applied to all roe,except If noted as front(F)or bent(B)face In the LOAD CASES)eectlon.Ply to ply connections have been provided to disibute only coeds noted as(F)or(B),unless otherwise Indicated. 3)WS:ASCE 7-06;Oomph;TCDL•4.11psf,BCDL•6.Opf,h•251t;Cat II;Exp C;enclosed;C-C Extrlar(2);antll4 dirt IM f1®nrIt®?a exposed;end vertical left and right exposed;Lumber DOL•1.33 plate grip DOL•1.33 4)TCLL:ASCE 7-06;Pg•50.0 pat(ground snow);Pf•31.6 pat(flat roof snow);Category II;Exp C;Penally Er.;Ct•I.1 4(Gr�y 6)Unbalanced snow lads have been considered for Or design. M)This Sun hr been designed for greater of Mn roof live tad of 14.0 per or 2.00 Van flat roof lollifniatle66,1111aCir non-concurrent with other Ile bads. 7)Provide metlsnlos connection(by awn)tires to besting pate capable of withstanding 1770 lb uNd at)oIM A 80/1430 lb uplift w r- I I'_fir.,. ¢ S)Me boss Is reigned In 14/ Intent I Building Cord eeatlon 2305.1 a0/referenced etendeM ANBV7PI 1. . 4' 9)Havre).1290 Iothrnad3tlM to p tons 4,end 2140 3dameet 7.1-,up at 1 , 1 1.14,2905 O down and 3/S I,up 3.14,2807 lb down and 340 lb up at 6.1.4,end 267 Cads) r4/361 b p Y 7.4lb up 6532 \ / n•1.49:.-t I _/ lb down and 1461 lb up at 424 on bottom chord. The dasgnlsledbn of such carrion deviate)Is the responsibility of others. IPw re / ,./ D CAE!(S) 2 \AAOFEss%ON* SBpg alit 2( A b o void for w ony with Wok connectors the deegn l band ony upon paromelen shown.and It for on lndMdual building component. AAppppplcobey ass design parameters and groper Nerparbn of component i moonlit/try ee bullring detlpnr-nee Ins desgnr.kodnivtiftvvy a for bird support of lndlduai wed members any.Additional temporary braking to Insure eatery thong conduction's the irporelbil real.And permanent bmdtlneyyI yeee1lyee� overall structure t the responsible of the bulking desbnr.kr general guidance.prang �. ratite/Ion.quoin wawnahtoatp ydodnae�1se7.�11rr rery erection and gating came 08•110 end ea suite CemPeeM !fate• JflPrftlrar=e 82814.1:Magog. Wren,lc tress 89!)89 lllYelar feegYPe.lyeyNr ueleeea. YrYBt rarrWlr�E Job nun Tn�a Type Oly Ply 54 Lumber•firwnMNn season B12031 E-0IR Cannon Truss 1 3 Job Rxrwwlamlonstl Cyv RMA owes 7250 a Aug 282011 M1Tek Industries,Ina Mon 8p 1718:01:142012 Paget ID:OBOmMdFYdIkASISCIDA000Cdb•)MnMnOn_RIMIALY VORINEVJTgA OgEZiMVJ! LOAD CABE(B) 8hnderd 1)Snow:Lumber Inawee.1.18,Pleb InoreesPl A8 Uniform Louts(pit) Vert MDe-97,0144•417,4-0.•20 Conankebd Louis(lb) Vert:N•4140 O•4505(B)P•62•07(B)01.2871(5)RE-5532(B) i 0 TWINS-NS Simla pennlos MeAND B1rIMIOb!/ /MFpo U w rerun ooneselaaw Mean k l m aafaanIn u building component. ot dSgn paemet�and pepv Naa paalbnofaonpownlY Myabulkg designs ot Mm designer.Bracing k a lat ral a lweb members oA llrrpaayWiAe Mt ru odon YMe reo pona ame iaaA tlquon robafytt_metal Mature It IYPanebilly iraldukb regarding i� b cant*storage, erection ldng. t pet Dowsut Comenr oil bulerldr Ras 1srltifr=1 ruiindiege .JIB%s axir saasta►in IS NC 971311 Job TNq Truss Type Oy Ply 84 Lumber-Er motto E5a6060 812031 Ht-OIR IMp Tar 1 2 Jab RMrww toatlenal Cyvanor Corp,PElm.r,MA 01089 7.250.�//B�uO9Z�O� 11 M M4Ind eg,Ins. Man 8p 171501:17 2012 Pegs 1 ID:gSOmMdFYDM411,a 4�pxCWPAMMk31NAMMNbN0.M0EykuyeakA • - -_—_. -00 464 44•1 411.7 61.3 614 411.7 42.1 464 Sole•1:878 7410 MINIMS= 1.544 I I 6x10 MT1OH6 1.54 I I 3x8= 3x8 E F 0 H 1 91 J 3x6G la 3x5Q rite _ D % 4.10 0 GO � I$ 1040 % y Y Z U M AB T 8 AC A D R AE 0 AF P AG M O N AJ N AS AL 10110 II 2x1 I I 414 = Iris 2x4 11 64 = aB= 4x4 Job __. -._ Truss Thou Type Oy Ply 64 Lumber•Orunssn • 812031 141411R tap Truss 1 E6610060 Clyranor Cap,Palmer,MA O1000 2 a Refrenulcdlwn 7.260 a 26 2011 Mrrk Indwells,Inc. Mon Sp 1716:01:172012 Poem 2 ID:p�l�adb•IMM2_OIMMyIC'r4NMIk31VAMXNONO•MOEybuydVA NOTES 10)Provide mechanical connection(by otters)of truss to baring piste capable of withstanding 3167 lb uplift at JnM M and 2676 lb uplift at Joint B. 11 as with the 2006 Intamational Building Code a0da 2306.1 and referenad Mldndkrd ANSIRPI 1. 12 Mange a o on device(s)shall be provided sufficient to support concentrated load(s)774 lb down and 366 lb up at 3.6-4,460 lb down and 221 lb up at 6•8-4, 522 lb dotty and 277 lb up at 74.4,370 lb down and 316 lb up at 94-4,_370 lb dtlo�wvnp end 318 lb up at 11.6.4,370 lb down End 316 lb up at 13.6.4,370 b Own and 316 b up at 1664,370 b dorm and 316 b up at 174.4,3701bdown MJJr * SY**1b'n and 316 b up at 21.6.4,370 lb down and 316 lb up at 2344,3701b down and 316 b up at 264-4,370b dorm and 316 lb up at 27.6.4,370 bdown and 316 b up at 2664,370 lb down and 316 b up at 37d�,gf1d 370 lb down and 316 lb up at 33.6.4,and 370 lb down and 315 lb up at 354-4 on bottom chord. The SNgnreldctlon of au0h connection dsvla(a)M the=pan ®g LOAD CASE(S) Standard 1)Snow:Lumbar Inonue41.16,Pats Increase-1.16 Uniform Loads(pit) Vert A-EN-67,E-Js417,,FM•a7,B-Me20 Concentrated Loads(Ib) Verb Te370(F)Ps-370(F)X•-774(F)Y•d60(F)2•422(F)M••370(F)AB4-370(F)AC'-3700 AD-370(F)AE• 70(F)AF-370(F)AOW70(F)AM-370(F) AI•-370(F)AJW70(F)AKe370(F)AL•-370(F) it'll t w'., '�.r - - tr.Skin k bona on��palmfln Mown.and Is co ntlrORE fAE oldkan•. - and. .. Incorporation of component hngordbllly of building Segnr-not Wr designer.&adng shown II lar Meal wpm,' ,,• ,� - on/.Addianal temporary aaeing r Inure batty during construction S the reiponlbllty of the ankle.Addkonat ', ,• at the annul Mackin S the rapekdlly of ma building Shrew.For pineal guidance ngardng �fabnnllan,Wald eaaunanlo storage wacribrn,aannd�bra corked 3 ,k [�pya3r)�y W►u end MP Milne Careened IIPer>Iwa rfra'lfaiMleeear eakMi>�Mr�`��Y.aeALM rna ses4 .AIL a Inman,NO 271132 Job Twee Truss Type Ob Ply 64 Limber-Greenstein 1312031 H2-01R Sped/Ties 1 1 666650131 Cyr Corp,Rile 01060 Job Referent e6 ven 7.250 s Aug 26 2011 MITek Industries,Inc. Man Sp 1716:01:24 2012 Pet 1 Is v ID:g80mMdFYDIHIMA:M601DA002 1Cdb•00Hn8C1MaWAY324WcwOmJNLpTNAk019eoLyd W -20 44-13 560 340 4-1-10 41.10 42.16 4217 _-_ 469 40 44 Il SaW.1:70.3 0 Sac 4ve G W `, H X 3x4 0 VF � I 412 MT15H6 4 Y MI r- e.m 12 C 4w a 44 O I•, J d ..IC I-:7` / K A "/ _ �_- ri . T 9 2 R 0 P 0 N M 12412 a" ibe a 444 = 44 = 54 3x4= ea = 47 I 44-11: 1 14164 1945 I 46,9 32-20 I 4412 _340 41.10 41.1• _743 447 Pin ones Din: rc:0-S-.Edoel (L0S0.0.1.14].Rados 0.241.(5:044.0/2.121.IT:414.1:-2.121 LOADING(pH) SPACING 2-0-0 CDI DEFL In TCLL 26.6 pa) nee Lte PLATES GRIP T sand 600.0 Plates Increase 1.16 TC 0.93 VM(LL) -0.26 R-S 319ea 380 MT20 197/144 Wmber lrneaee 1,tftwt/rt/1t 011 Vert(TL) -0.44 R-8 31863 240 MT15H8 197/144 BOLL 0.0 Rep threes Ina NO WB 0,75 Hors(TL) 0.09 M rite in BGDL 10.0 Cade IBC2006/rP12002 (Matrix) Wind(LL) 0.16 R-8 31999 240 WMght 186 lb FT•20% LUMEER BRAewG TOP CHORD 2 X 48PF No.2 TOP CHORD Struoturel wood sheathing directly applied or 2.2.60/puMm, except BOT CHORD 2 X 6 8PF 2100E 1.116'Except* end wNaia. M-P:2 X 6 8PF No.2 BOT CHORD Rigid ailing directly spelled or 10-0-0 a bracing. WEBS 2 X 4 81P No.2•ErapBre- 1 Qrl>n (r. WEBS 1Raw at midpt E-4F-0,344 14:2 X 5 8PF No.2,1(41:2 X 8 8PF No.2 MITek recommence that Mobilizers and squired cross bracing be intend during truss notion,In mordents with Stabiliser 111WIItl&the1/•10,24re0. REACTIONS (034439) 7•2591M-54 (Mn.0-4-1),44•2156/446 (min,0.3-0) Max HorzT•16(LC 5) Max UpMtT•472(LC 4),19.-427(L0 5) Max GrayT•3187(LC 14),M•2156(LC 1) FORCES (Ib)•Maximum CompresslouWardmum Teakn TOP CHORD 430/125, •U•-40214400*pp,�C-U--3794/1027 C-D•-3113/863.D-EW661/1106,E-V•-3640/769,F-V.-3263/771, F-W-2378/663,G-W.. 683 Ml16V,H-X--2131/669,1.X.-2275/562,1-19.-2450/591,J-Y--2631/650, J4•-796/219,K-L•0/119,&T•-3199/514,K-M.-721/227 BOT CHORD 8•T•-104/506,82•498/4065,R•Z•495/4066,0-Rn-954/4829,P-0.424/2564.O-P.-424/2601,N-O••261/2032, M-N--312/2122 WEBS C-84462/1746,D-8••1535/281,DAN-94/1196,E-R•-816/62,E-0•-2632/710,F-0•.40011660 0.0a.507/1e66,1.0•415/156,I-N 45/170,J-N•-1061137,B-8•461/2749,J-19.-2060/336 NOTED 1)Wnd ASCE 7.06;90mph;TCDL4.8pef;BCDL•6Apat 44268;Cat II;Exp C;enclosed;C-C Exbrlor(2);craw left and right exposed;end weal Wt and right exposed;Lumber DOL-1.33 aria DOL0.33 2)TCLL:ASCE 7-06;Pg.50.0 ref(ground snow);Pf•566 pe--.,,Category 1i;Exp C;Partially Exp.;Ch1.1,0/•6660 3)Unbalanced slow bads have been considered for this design. 4)This non-concurrent other designed laeg of Mn roof IS Iced of 16.0 psi a2.00 times flat roof load of 38.5 prof on overhangs IAr 1(,F1• Lqp_' V,9, 6)Probe adequate dml to 1 t CO r '1 6)All plan as MT20 pe * Q j 'y 7)Provide mechanic&connection(by others)of buss to baring plate capable of withstanding 772 lb uplift at Joint T end 427 lb uplift at ` ,/'714 / 5)This truss Is tlWysd In eaordena with the 20061 din section 2308.1 and referenced standard AN81rtPl 1. I? 1'91' t+1.w, 1 W 9)Hangs(s)or other oomeotlon devba(s)shell be provided suB�ncenVWd load(s)105 lb down end III lb up at ' .'•' 44.13,end 1015 b dam and 32710 up at 5-11-4 on boom date. The decignteMSOtlon of such connection tleWa(e)N the \` 0e6111 k,� 10)In the LDIOAD of CA others.S)section,Bede applied to the face of the truss we noted a front(F)or back(5). \\ '0 �.� Continued on page 2 V�ORAOt11C1N� eT�w kp,p$ember 17,2( ODaeY1 rams.wRt rr_e.I�,.1r`.{"ca""ra _ is °n+a6vr mMfurPAUMidonear9RE9DDn �� App?oMtyaaWan y0/ nwtrr of but naksgner•not dSgn9coopng flown ararw.Add! a I•eb m.m one. Suturlo�roeuw•rla S Matra cog nxabnklOn nlpoording the 2rablIcaten.rdd�Il lbberltY coact at erection and b ac !the bWN[g�p4yee rw.rr guard guidance gagadna 2 itil=3til tNIbm=rre4Mi=videea7n�� Yarreesed SIPS at[ea ,NC27� Job Una Taus Top* Oty fly 84 Lwnber•0rrnhln E6666061 812061 H2.OIR BASS Min 1 1 Clymer Corp Palmer,MA 01066 Jab Refehne tao6Dnal1 7.2604 2011* Irk Ind Inc. Mon Sp 1716:01242012 Pogo IC:680mMdFYDIN6VkM � cY3SWVcsOmJV7LpTVMN01geamydVv LOAD CASE(S) Standard 1)Snow:Lumber Increeee•1.16,Pile Inereamw1.16 Uniform Lode(pIf) Vert MBa47,&C--67,C•Ee-97,E-0-67,0-K467,K•L-S7,M•T-•20 Concentrated Loads pb) Vert S*•106(S)Is-1015(B) 0 rn _"411.49 u DgWYM nN*1111 Wok n.mYtldgn,bond upon moon*** Yra -Mbitlua bulking g elm and proper component is moon****flatting tl* pw•ra nun tth nor.for Weow l mwnr be alb,midbal hmpgaoySodg to Wi tupoaryollM penmononl tracing of Pe overall shady' r*IporhbMy of l *bkg tl*rbuo. genial guYhna waning 1 I !control.oocg o.ea1p wonbn and bad np own i pMMICtl Man Copo n*nl�ior lalyepo Yief YrMeh w ly1MMJU6* � MOM W OMoolirtYr a Nn to tlh kaW NC MU Job Truss Trust Type City Py 84 Lumber-Greenstein E9600062 912031 N101 Hip Truss 1 1 Orono(Carp Palm er MA 01009 Job Rh mom rmlbne0 7.280 5 Aug 26 MITek Industries,Inc. Man Sep 1716111:16 2012 Pepe 1 ID:960mMdFYINXIMkMB0DAO PiODOCIFFDFO_9e9144514 asn7ydWt p.6-0 661 I 11.1.m t 16.21 I 21.2.7 1 262,4 P 31.7.16 1 _3740 I ,-0-0' 668 661 5-0-7 247 667 661 669 Bees•102 6d= MI= 341 = 344= D E T F C yik___ __ BAF ..•sOiy_ __ 346 0 3l0. C N 44,90 4x10 4 5 , U I B p A ]4 R 0 P 0 _._N M L K J 3d II be_ 3laa 4! = 344 = 416= �_ �; 3x6 II .__ - - - r___ 6141 044 74.10 74.10 544 bite Pile Olin DE YI: 18:044,0.161.ID:04-1,Edasi 10:0431 Edas1.ltO-4-6.0.161 LOADING(pen SPACING 2-0-0 Cal DEFL In (b0) /bed lid PLATES GRIP TCLL 38.6 Plates Increase 1.16 TC 0.97 Vert(LL) -0.22 N 4999 300 MT20 1071144 (Ground Sno60.) Lumber Inaase 1.16 BC 022 Vert(TL) -0.4fM-MN.Mr 240 BCLL 0.0 Rep&r...lnor NO WB 0.61 Hor2(TL) 0.14 J nit nit _BOX 100 _ �e 11C20061TP12002 (Matrix) Wnd(LL) 0.10 N 4999 240 Weight 16e lb FT LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2.6-0 a burins, swept SOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2'Except' SOT CHORD Rigid ceiling directly appINNNNSN!bracing. B-R,W:2 X6 SPF No.2 WEBS 1 Row at mklpt E-P,E-N,F-N,F-I. MITek recommends that Stabilizers and required crow bracing be Metalled during Muse a sdlon,In sardano with StabIlIzer In.Wtatla aukta. REACTIONS (IDIMn) R•22811465 (mid.0.4.4),J•21S06AsthnlcS Max Hors R•89(LC 6) Max UpIIM•-416(LC 4),J•-363(LC B) Max GresR•2711(LC 12),J•2500(LC 12) n ittlitaj=itaNERSM0161110Aluanuni Tension TOP CHORD A-B•0/119,1340.32051475,0-9• 011/501,C-D--2923/643,D-E•-23961507,E-T-3046/608,F-T-3040/606, F-0•2307/807,O-H-2925/643,H-U-30361602,I-U-3269/476,B-R-2634/447,14.-2426/364 BOT CHORD Q-R-1301512,P-0•34612606,O-P• 10/3021,N-O•31613021,M-N-810/3021,L-M-310/3021,K-L-340/26t0 arw sir J-K-1181 45 WEBS C-0•237109,C-P•660/13S,D-P•-120/1003,E-P-1169/141,E-N-761249,F-N•91/243,F-L-1157/140, (3-L•129/1004,H-L•699/130,H-K-232/97,9-0-242/2060,I-K-230/2031 N OTES 1),Mend:ASCE 7-05;O0mph;TCDL•4.tpef,BCDL-0,,DQppfaft�h.2¢¢RR,, et IV O' C-C ExtMOr(2);centlfey.r left and right exposed;end vertical left and right exposed;Lum'blpUU' Ill 2)TOLL:ASCE 7-06;Pg•50.0 pef(ground snow);Pf•382 Pet Mat roof stow);Cerpdy ;Exp C;Partial*Exp.;Ct•I.1,Lu•60.0-0 3)Unbalanced snow loads have been considered for Brie design. Of NE�I 4)The Wee has been designed for gpata�of rOln roof live load 91160ger or 2.00 tlmse 661 roof load of 35.6 pal on overhangs .(�i� \ Y.. non-conasent with otter live ►•-B® 8 0487SY. 5)Provide adequate daMage to prevent wale pending. 0)Rehr to girder(e)for Wes to Nov connections. 7)Provide nrohaSesl annetdon(by oth.r.)d Wes to beating plate=pubis of w9hetanding 4151b uplift at Joint R and 363 lb uplift M it it 4' pH I)This buss Is designed In eaordance with the 2006 international Budding Cod.eedl0n 2300.1 and referenced etanr 115140�I.© LL♦•r., r1 ii' 1'4 ¢.. LOAD CASE(S) BWhhrd ? ZN 11190:E88tONP // September 17,2t A n void ter use only with Mask connectors.Mb depn I rased only upon paometon lhawrk and b ter an ISidud building component. AAeppppkobOly of deeps parameters end proper kmaporatbn of component b responsibility of bulking Wpner- tpwn ter ClanS support of MdA01pl web members cm.Addlbml lemporay bodog to hum Malay map d ' elector.Addlond rermyrabnlent b oddngFatol(ve.av eS auatur.x It.respondbSly the bukiininrgg deepen e4 or gonmol guidance npndng .i to�llrta�'aa cittr.imer'Yr egl N.a Sire:sites , r1"Mre'MIO.4r Lei iaC N Edenton.-runs eno Job Truss Trust Type ON My 84 Lumber•Mane* Ee665083 113031 H102 HO Truss 1 1 �,_y0erNO nit Jd1 Rtereny dos - a�� armor or Corp,Palmer MA 01009 7.260 s Aug 25 2011 MRek InduMNY,Ina Mon 8p 171601:16 2012 Rego 1 11)440mMdFYOMBNlM801DAOCIACO.401T01 W3Y4aNiboOMGXN734YXDB.CBJ84MP1 __ _. _._- __ - __ . . __ _ -. -- _ - __'__.. - __ _-.,_ - -- 44 1-114 661 60.10 6410 641 0•11.9 Sole•1:10.1 0.60 •2 ltd' 1 644 I I e.0= E U F V 314 CO D ,/. N 34 co ZNN. n WJ 4X11 O J B ��XAO 3 R 0 P O N M L K eM II 64 = 34= a!= 314= 316 - he= md= � _ •114 641 6410 6610 661 •114 Plato Offs*1X.n• t1:0-4-0.0441 1E:848.0.1.3L fa-044.0141 LOADING(Pt) SPACING 2-0-0 CBI DEFL in (be) Vdefl Lt PLATE& GRIP TCLL 38.6 Plates Increase 1.15 TC 0.98 Vert(LL) -0.16 0-R •999 380 MT20 197/144 (Ground Snow•60,0) Lumber Inman 1.16 BC 0.62 Vert(TL) -0.30 0-R •999 240 TCDL 10.0 Rep StesflQ0r,Qesr♦®®6 0.61 Hard(TL) 0,13 K rile Na BCLL 0,0 Code IBC200NrP12002 ) NAnd(LL) 0.07 0 •999 240 Weight 197 lb FT•20% BCDL 10 0 eRAC,4G TOLUMBER RD 2 X 4 8PF 11160F 1.6E'flwept TOP CHORD Baud uri wood sheathing directly applied Ct 1.74 op pans, except A-D,HJ:2 X 4 SPF 2100F 1.8E end vitals. BOT CHORD 2 X 4 8PF F(P.gg BOT CHORD Rigid cling dlredy epplled or 10.0.0 do brain°. WEBS 2 OileIbio.1 Item 110° WEBS 1 Row at mica C-0,E-0,F-0,0-0,I-M B-B:2 X 6 IMF No.2,J-K:2 X 6 8PF No.2 MITek re:a mentds that Bfedtlesrs ad squired woos�ba�d�(n1�o� be Installed during buss m agce,In eaoardence wP.lUWV 1nWYatlal outs REACTIONS (1b/sla) 8022774344 (min.0-4-9),K•216318Mduniol Max Haa8•72(LC 5) Max UpllS• 406(LC 4),K.-344(LC 6) Max 0reve•2928(LC 12),K•2100(LC 12) FORCE, (b)-Maximum Canpreeeb&Medmum Tension TOP CHORD A-10/1 19,B-T•-37041470,C-T••3207M96,C-0•296l/499,D-E.-26371630,E-U.-22301530,F-U•-2242/630®°r nicker♦@ag F-V•-2242/830,0-V•-2239/630,0-11•-26331629,H-l•-29031491,I-WJ189/493,J-W-37411476,&8-2846/X6, J-K.-27221362 BOT CHORD R-80-177/828,0-RW2812676,P-0•-17912191,0-P•-179/2196,N-0 01 781219 6,M-N•-178/2196,L-M.-32312169, K-L•-162/841 WEBS C-R•-1371106,C-0•-8611192,E-0.414370,E-0•-143/667,F-0•-9671142,(3.0•-146/693,0-MH9/169,I-M.444/V111111111r11 ,I•Ls-150/105,B-R -176/200$,J-L -112/2035 NOTED 1)NAnt ASCE 7-06;90mph;TCDL 4.1pf BCDL•6.0p t h•261t Cat II;EKp C;enclosed;C-C Edenor(2);centavo?IM end right exposed;end venal left and right exposed;Lumber DOL•1.31 plebe grip DOL•1.33 1A� 2)TCLL:ASCE 7-06;Pp•80.0 pt(ground snow);PI•36.6 pet(6t roof snow);Category II;Exp C;Partially Exp.;ClillxM 11 4440$V NE•P y�. 3)Unbalanced h snow nude hove been considered ter of a thfe design. a.4)Thfebusehesbsen designed for pretertmin rooflWe load of tO.O pefa2.o0 tlmse It rOOf ksda36.6 ptceoverhmpe na•mnaumm with other llw beds. 6)Refer t adequate drainage to prevent miter panda. ♦ 4 j Os... 5)Refertogkdt(e)farbuesb s 7)Provide mechaniccl connectio tries to Bering Plato astable of w stending 406 lb uplift t plot S end 344 lb uplift t ",r I'( ¢ )pit K '.� x "II, I)Ties Huss Is designed In adoordent Wei the 2008 nMmtlanel Building Cods eedtn 2306.1 and referenced standard ANSI rPI 1. LOAD CASE(,) Standard U^ h September 17,21 Jo wawa-Ra9�rd111NO cddltcn.Mtdstgn ba2 EAqupon,1ometenseMltllRO11fduolbu a 4��1g9MeE. rI�i ADrp�pplanawt a w.onppN41M�shn COnpMeCplavn.it6 POd9l n of com onent K s.poriblty of b rdno crier- l bus al dI-odngim Y for MEd wodeer of IMMWolweb sombre only Add�nn oltenporaH Nx POO to Iran rloDKY GUehgbmxucianY�rel only •M•+own senior.A d planar s dray dlhe owrd*YClure Y the r..panrlbllly d the building delreN.7N ponied guidance won; P /2 vs volcotbn,quoit/corela*ddomens..d�eNNy,notion and�N�°edenp�,econsult ��0x0 n1 Dna and 3C6 Meal CMyNMt Ole eeunoYY R.s —�11 idiot sFYHa10 1�iM1u6resr en Li, OYAtjeXfweaW M 9R, Edenton,NC sHoe • Job Trues Taum Type ON Ply 34 Lumber•Greenstein E6ea6064 612031 H103 Hip Trues 1 1 Job Re(nca IadlSeab Clusnor Corp,Pelmet,MA 01066 7.260 a Aug 262011 MIT e Irides Inc. Mann Sp 1716:01:16 2012 Page 1 I1)6130mMdF7D6MNk4801DA ik FIAMOVII71bUYDIMCBJMdWI • 6644 630 630 61.4 630 544 6614 600 R I fer M w fl CS_ Seale•1:02.1 L* U B CI R x7 = 116 316= =416__ LM 4440= 624 1 161.10 21214 26146 _17.44 Lye 7.11.1 61.4 7.11• 044 Plots Offset IX,YL' IE;q.4.1.EdM,.IF'0.3.1.EdaN �g�� LOADING(PM SPACING 2-0-0 CBI DEFL In (Ica) VdN PLATBr I GRIP TCLL 36.6 Plates Incluse 1.16 TO 0.96 Vert(LL) 424 L-N >999 360 MT20 1071144 (Ground Snaw•60.0) Lumbar Increase 1.16 BC 0.0 Vert(TL) -0.44 L-N •997 240 TCOL 10.0 Rep Stress Ina NO WEI 0,76 Hor2(TL) 0.19 K nit lee B CLL 0.0 DL X9.0 Cods IBC2006RP12002 (Matrix) Wind(LL) 0.08 L-N >099 240 Weight 199 lb FT•20% LUMBER TOP CHORD Struabxel wood sheathing treaty speltd�gnat ! TOP CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ailing directly applied or 160.0 m gat•w�t•'bban(7 B OT CHORD 2 X M-P: BXF 1650F 1.5E'Except' M•P:2 X 4 SPF No.2 WEBS 1 Row at mMpl 60,F-0,H•N,BR,I-K WEBS 2 X 4 SPF No.2 tempt' MITek reoonrnnds that StabgWrs and required toss besting A-R,J-K 2 X 6 SPF No.2 be'nettled during truss reollon,In accedence with Stebillur Inslogationjulde. REACTIONS (1b/Wee) R•2160104-6 (min.0-4-10),02180/Madlenical Max HorsR•-42(LC 4) Max UON10-336(LC 4),K.-338(LC 6) Max GrwR•2947(LC 11),K•2947(LC 11) ponces (aAare.benpreeibiliilWatNNMrrrrrrYrrrrrl11,rrYYrrr1►rYrr11VrrYrrrrrr TOP CHORD A-0-9i8/1e1,B•B•-810/198,B-T•-3866f628,67•-3630/644,C-c•302e.510,D-U•-27601622,E-U•-27161636, E.0-2299/499,F4E'2710636,(3-V.-27411522,6H.-30271610,H- •48301644,I-W.-38661626,I-X.-816/196, J.0-996/161,AA.-773/179,J-K.-772/179 B OT CHORD 6R•-341/3202,P-0.431/2877,0-0-231/2577,N-O.-M 1141841•GME-230"1677,K-L•-335/3202 WEBS B-0•-342/176,0-0•60)462,C-0.-1038/239,E-0.-125/1003,11.03.457/382,F-0-128/1005,H-N.-1041/240, H-L.-61/463,4L.-3411176,13-0-3267/336,I-0-32651336 NOTES 1)WNW:ASCE 7-05;S0m T DL•4Apet BCDLM.Opet 112610 Cat II;Exp C,tlolossd,C-C Extencr(2);cantor left and right exposed,and vMt .WIlexpoeed;Lumber 0001.33 plots gab DOL•1.33 2)TOLL:ASCE 7-05;Pg•50.0 pie(ground sMM;PM3e.6 pet(Mt roof non),Category II;Exp C;Partially Exp.;C11.1,Lu•6041-0 3)Unbalanced snow loads have bean considered for this design. 4)Provide adequate fllnegs to prevent water pondlng. AgGiri�\Y.. 6)Refer to glrdr(q � f�o�r�� ��to true oonsaton. 8)Provide mw•11681RlRA n(by others)of truss to bearing plots capable of withstanding 338 lb uplift tjoint R and 338 lb uplift M JoMK 7)This the is designed In mordents with IM 2006 Intmadonal Building Code section 2306.1 and referenced standard ANBI/TPI 1. * ,A •y 4.. LOAD CASE) Standard A P' N(VI ' co \b,AOFesa otdk September 17,2 0 N* nlIIM�MQi96M►k�M ' 0pe�ppcvoed for Steg Golf wph Mllek aaneeeperince duly a bowl onO upon paorrlel shown.an M Appketllyer deer oararnebw and mwIsc.* Additional of component to oMbtY a Mum defter•not hum deeper.Yx MOM is or,lateral support oflneodual web rremWn one.Additional temporary baly o b low Mabry duels can tt�ie �8hV♦@Qn erector,Add permanent bade dNre overall Procure le the relpondbry of the buMLg designr•For gen�r+lCl9ean c fobdcalbn,4uaey Centra�Weprage,S ree11Dn andNb,leeceincl era 1OweRr���ee�rp4�DUMP r0/efyl MSS Canpenrf eleaalarlY Rats ®�48rM�IeMrY 1121:41 stole �e_eeO.Obe age rateeeed iv Snit Inn,11027hee Job Truss _-_ Tor Typo _ - Oy Ply 84 Lumber•Oalsi rssin E8668086 812031 H201 Spedsi Truss 1 1 Job Rattle=fatIan66 Cywar Cap,Pelmet,MA 01069 7.250� 26 2011 MITA Induasln,Inc, Mon Bp 1716:01:16 2012 Pegs 1 ID:9SOmMdFYOl CCAr0wQS6 H2gootp&Aps0 5 d16MMh0Y11NKydWt •-• &p I 7=212 1 1182.12 H .�1180-0 -I 2644 12•G0 1-0•d 662 6610 600 664 8+4 67.12 Uses•1.70.7 4O MT16HS= F U 7a10MT1eH8= ` 39/ 4x12 T `.0 V 344 O e.m t2 H u4% CR v/ 871*31/19 -. 1 p 0 P 0 N M L K ad= 328= 1,6411 316= 4Y = 426= 344 = 7.612 15412 il1860 -2644 JL'D0 7.2-12 l 640 t _94 644 i 67.12 1 _plea O6aate f cn:/0;04-0.0.12L fE:O.6a0.1-141 LOADING(pate SPACING 2.0.0 CBI DEFL In (loo) I/dee Ltd PLATES GRIP TCLL 38.6 Plates Incases 1.15 TC 0.99 Vert(LL) 416 0 >999 340 MT20 197/144 (Ground Snota60.0) Lumber increase 1.15 BC 0.79 Vert(TL) -0.30 0-P •ppp 240 MT16HS 197/144 Bets 10.0 Rep�Inter NO WS 0.69 Hort(TL) 0.11 K We n/s BCLL 0.0 Code IBC200&TPI2002 (Matrix) Wtnd(LL) 0.09 rfAGQs/4550voCtifteWIee lb FT•20% Ann'. 10.0 BRACING LUISER TOP CHORD 2 X 4 SPF No.2'Excpt TOP CHORD Structural wood sheathing directly applied or 1-72 on purllns, except A-0:2 X 4 SPF 1660E 1.6E end verticals. BOT CHORD 2X4SPF No.2 BOT CHORD R ,Ml y applied or 10-0.000 beeping. WEBS 2 X 4 SPF No.2'Excepts WEBS 1 Row at mldpt E-P,E-M B-0,1-K:2 X 6 SPF No.2 Mick recommends the Stab9lters and required cross beeping be Walled during truss erection,In accordance with Steeling Installation mute. REACTIONS (lb/ala.) 0.1964/0.62 (ben.03-10),K•1964/666 (min.0.3-1) Max Hor2G•-21(LC 4) Max Up.6vO• 511 1,_K•24__ _Y{LC 6)__.®Q Max Gm/0.231 Map) (1r FORCES (lb)-Maximum ComprsssbNMaxlnum Tension TOP CHORD A-B•01119,B-C -520/109,C-R.-2426417,D-R•-2268/434,C-S•-1573/406,E2e1573/406,E-T•-2024/410, F-T•-1769/436,F-U.-1706/434,G-U•-1643/416,0-V•-1692/404,H-V-2013/404,H4•-2461/406,/1/•0/119, B•0•-716/153,l-K -1690/305 SOT CHORD P-06242/1966,0-PW15/2636.N-0e916/�,M-NIVf3691,4•-202/1901,14L -981465 WEBS C-P--121/331,D-P•-75/647,E-P•-1016/173,E-0.0/1 14,E-M•-1596/351,F-M•-20511463.H-M•-6421165,H-L•-76/96, C-0•-2264/361,I-Le-115/1465 NOTES 1)Nine ASCE 7-06;90mph;TCDL•4.Spa7,BCOL•6,9oM 241k .F•F 4.�C-C Exterlor(2);°endear left and right exposed;and vertical left and right exposed;Lum=i�Leat 2)TOLL ASCE 7-05;P9.50.0 pet(ground snood;PtW6.5 pet(fat roof wow);Category ;Exp C;Partially Exp.;C*1.1,Lu•e0-0.0 p� N EhI 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for of n rvf Ile WO of 1e Otte or 2.00 times list roof bad of 36.6 pylon overhangs .t�G�'•\ Y� non-concurrerltwith oWrlivel g P T 0487AY, 5)Provide adequate drainage t prevent water ponding. v*u L ) oM•v di��t 6)M plates w MT20 plates unless otherwise Indicated. Fa 7)The Fabrication Tolerance atJotd E•12% 5)Provide mechanical connection(by others)of Nee o bearing plate capable of wIthsanding 359 lb uplift at Joint 0 and 349 lb uplift at _' ,y�jry'!rr' LY OM K 9)111/1 easy Is designed N accordance with the 2p061Mematlonsi ex N�Mo�1M Nraroed standard ANBVfPI 1. -• -• - ,Z LOAD CARS) Standard ID 0051+1 �.�seri 40FESS1o0 September 17,2 A � Li�ciyc�yv7N vale �.N mMrperITnIr WY nit a PaamabnrntW Wang sachems dearer. Mi. A tayadtlbn and aciaanl n c upon a pommel shown, wpnr-natme b.ag component.nt. Y lateral twat al Iweb lam min to Inn rattly tlulkamnMucton Y IS a•Poneallry a IS a r sr4cHr.Aadllpla permanent of the V bay*HS Saint andante Censn0 toµbrlNeaMtla�nn,apaaatty caa�agalh�optq Amigo 1 OI6MM SCSI euNne CamFanne aleeowkeb Reed 3ayltlalYitltlsaa le YAIn Ara SALK etmcsoWelr IPS Union,NC 21112 Job Trutt __. True • • w v : • :g Ply e4 Lomb*/•OrenePn E666606 011031 44203 pedal Truss 1 1 anal IteKleen Cyretler Corp,Palmer,MA 01010 7.260 a Aug 262011 Wok Ndufle.Ina. Mon Sep 1716:01:192012 Pagel ID:09OmM6FVDIHMAW1301DA00=ICdb BAMPU9vp_' LAIKCSJb1EK/WMYRewnydNL 44 --. 642 _-. 4610 ea•0 334 544 67•+3 -0-0 beg = Salle•+:ese F T 6x7= 412 G �' LAN /ASk woo I: 0 N N L _ K 4x7= _ 354 - 41a __. &Ma --_ --_. a.o.p 7.11.14 aae Pete Yeas(XXI: FB:0.1-0 0.14 p11141 Panel.IE:0.3.0.0•,-141.M:0.24.04-01 LOADING(� SPACING 2-0-0 CBI DEFL a (bc) Ude6 1.d PLATES GRIP TCLL(Ground Bnowe630.6 Plates Morena 1.16 TC 1.00 Von(LL) -0.14 M •999 300 MT20 197/144 iCDL 10.0 Lumber hinge YOfr•®� Ae86n VMRL) -0.33 L-M '999 240 Rep Stress Ina NO WS 0.56 Hoa(TL) 0.11 K Na nit BCLL 0.0 Code IBC200fl2002 (Mebbp 4Nnd(LL) 0.03 M >999 240 Wright 101 lb FT•20% Rnf)L 10.0 BRACING TOP CHORD 2 X 4 SPF No.2'Eraser TOP CHORD Structural wood sheathing directly applied, except end veass.. E-F:2 X 4 SPF 1650E 1,6E DOT CHORD Rigid Ming directly applied or 10-0-0 co brining. BOT CHORD 2 X 4 SPF yg.22 WEBS 1 Ron at mldpt &N,E-M,C•0,H-K WEBS 21X laR MOMS1611 c®o MITek recommends that Stabilizers and required was booing 160,I-K:2 X 6 SPF No.2 be instilled during hues sreodco,In accordance with Stabilizer Installation cube. R ACISSN%IPl 0•19e4/0.54 (min.04-12),K-1964/O-54 (min.0.3.1) Max Har20e-21(LC 4) Max Up1I110•-354(LC 4),K.-360(LC 5) Max Oray0•2376(LC 14),K.1944(LC 1) FORCES (lb)-Maximum CompmdouMaxhrwm Tension TOP CHORD A-MO/116,D-P•-029/S1,C-P-639/104,C-0•-232014211 e-2106/43e,D-R.-1751/420,R•B•-1701/420, E-S•-1761/420,E-F•-2610150.F•T -1g Allee-2155/606,H-U•-23091500.H•1e-3141249, 03.0/119,D.0e84C/10,41C•-769/266 BOT CHORD N-062472031,Wile-187(20147,L-M•47/1614,K-L.-216/150 WEBS C-N•-417/139,D-N•-47/695,E•N•-562174,E-M•-16e2M02,F•M•-34111502,F-L•-166/732,H-L••531263, 0-0.-2062/352,H•K•-1743/213 NOM 1)1Mnd:ASCE 7-06;90mph;TCDLM.Spef,BCDL•0.0psf,h.2M,1111. or(2);cen6Nwr left and right exposed;end vertical left ass right exposed;Lumber 001x1.33 plate grip DOL•1.33 2)TCLL ASCE 7-06;Pg•50.0 pet(ground snow);PM3e.5 par(bat roof snots;Category II;Exp C;Partially Exp.;Ct•1.1,Lu 60-0-0 3)Unbalanced snow loads have been considered for this design. 4)TN'ere his bean designed for w+BfnT�®Qe.0 per or 2.00 times oat roof Toed of 38.5 per on overiengs i j pp NEeby F;.. oat-con umntw5hoth rllvebae. �Q (•p.0 �l' 9 6)Provide adequate drainage to prevent water pondlna. 6) robe mechanical connection(by others)d trues to bearing pleb capable of withstanding 364 lb uplift at Mint 0 and 350 lb uplift at CO `4-, 14 xf.la Mint K 7)This true Is designed In accordance with 144 2044 2306.1 end referenced stetendard ANSVTPI 1. * 4 ��• .,.,. F K' ! • LOAD CAWS) Sword °b oe61t1 .�`� AR�FS88lON*y September 17,2 sad AND NOT!off 1Efsawammo in1SAt itspK98si•TMS MOAB all m robsoeep:wpMw WM We Sent lal6 me dear I bard any upon PwmMan roam,and I loran MWNOual building component MICR e Ap�plebay of deign mai aaat nl koc nepenthe on outing delgne-not mn ddon ../racing maven Is erolA�of 11�11es booing feature doter song conmucdonk its mpone?:of me t r meetA duana gemmed a the weal Plucky'k IMe.pomlbley a IM building ddgnr.ran geed gul tgsdng �pa��.fa�.y ppdt�gyp wtuo ,t 6/1211 babe as son dui lne Cemd,Pemmere eau swiss ewe m.!.e,±r, a.dOenM. - -�a65�,le St!e.r.tore pl2KAl.6an?Ia,!A TO!.__altatissasitriFt Kamen,MC 27112 r erne ,lob TN. Truss oty Pb M Lumbar•Grant& 15565067 612031 H203 Smola TNN 1 1 Jab R g n 100110016 Cbyelar Corn Palmer,MA 01095 7.2501 Aug 25 2011 MOVE Industries,Ins Mon 84817 15:0119 2012 Pigs 1 ID:OBOmMcWWW6WoMe01DA00:1CObJBUOPUBvp_w60Eu8KC6p1GIOWW feRawrldM_ as 632 6•11•10 e40 'mr e+r 6742 74= Bade•1:652 6.0012 ell= �— 0 E 8 F — 316 * C D•' "77 Y 3xG t H 7W II .0. 7 4lJ @ l s it P O N M L K 2.636 II el= 334= _ 5x9= 4x6= 3x1 = •.• 6 1L10 J.¢a 7.14 •7•12 PW/Dlbub OCV1: IB:F2i.0.2-41.IE;0.¢1.Eaa1.1P11-2.16.Edna1.IH O.3-0.EdnIL IJ:0.2.12 01.121 _ LOADING gag 3e.a 1Mrf1C 11011 ra►A*n CSI DEFL in (lac) Safi u6 PLATES GRIP (Ground Bnaw•60.0) Plates bareaee 1.10 TC 0.98 Vert(LL) -0.11 L-M >999 380 10720 1971144 TCDL 10.0 Lumbar biases 1.16 . BC 083 Vert(TL) -0.27 L-M >999 240 BCLL 0.0 Rep Stress ince NO WB 0.76 Hca(TL) 0.07 K Ns Na SCDL 10.0 Code IBC200ertP12002 (Mabbp 1Mnd(LL) 0.05 L-M 499 240 Wright 174 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 8PF No.2' TOP CHORD Structural wood sheathing dnaly applied or 2-11.16 co purWM, F3,3-H:2 X 8 Mtn:tarn.1.8E except end verticals. BOT CHORD 2 X 4 8PF No.2 BOT CHORD Rigid oiling directly applied or 10-0-0 a bracing. WEBS 2 X 4 8PF No.2'Except WEBS 1 Row at midpt E-M,F-M S-0.J'K 2 X 8 8PF No.2 MITek rearm ends that g8�112ara and required cross bracing he Tess MbbrilMAf i8r1.1413.1.nos with Stabilizer Instillation OWde. REACTIONS (Lisa) 0.1957/0.64 (min.0.3-13),01843/0.3-8 (rain.0-2-14) Max HonO.70(LC 6) Max UpIBC.-363(LC 4),K -209(LC 5) Max Grw0•2436(LC 14),101 M3(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD A4•0/119,&R•-2574/395,C-0-2376/411,C-D .2166/417,0-=d16eilli141,° -SleadlSdi$F-s•-1etSfl• Yrr11r111►Ytltr/ atter11114 F-00-1781/447,G•HE-2102/591,H-1-2372/562,I-T-2401/562,1.1-2480/400,B-0•-23521355,J-0-1773/324 SOT CHORD P-0•-150/584,0-P•-206/2150,N-0•-137/1801,M-N•-137/1601,L-M•-12111676,K-L•-175/666 WEBS 6-PM 711 G 100, ®68L6LO�Et_6�100rJ5'1,F-AS-11621 230,l-LM7e/215,S-P-139/1580 J-L••75/1320 NOTES 4�5 Y 1)Wind:ASCE 7.00;90mph;TCDLM.6pef,BCDLM.OWN,h•25ft;Cat.II;Exp C;enclosed;CC Extirlor(2);candles left and right exposed;is vertical left and right exposed;Lumber DOL•1.33 plat*gip DOL•1.33 2)TOLL:ABLE 7-0tip.a0�.0�sf rolaxl PMS.5 pal(1st roof snow);Calgary II;Exp C;Penally Ern.;C*1.1,Lu•60.0.0 3)unostinVeldle IN�)�fa Ma deign. 4)This buss has been designed for greeter of Mn roof live load of 10.0 par Or 2.00 Wes fist roof load of 38.5 oaf on ovedungs OF NE nommnar eM with other live loads. CC° � 5)Provide adequate drainage to ptsvent water ponding.8)Provide mechanical connection( others)actual to bearing pa.capable of withstanding 363 lb upIIM fMM S9 lb uplift i ii.�1'�R.u 14 - f.\ Joint K er Q 1 lk. 7)This truss Is deigned in acoordana with 144 20051ntimenonsl Building Code saarlon 2305.1 and referenced standard ANBI/TPI 1. LOADCASB(B) Standard re ast-- w cd a8611� ". September 17,21 A WAS.wNN.IO.pn.rlele■Gad MO ems ar2Bn>J.nt.81OB IIII PSNINCIIPatMBT6A Ins w. n void tor we one en tins connected.MY design bawd on hwn,and Y titan lndheuul building conporenl. OAepYpplaadNy al dean parameters 1011 proper M�tlwiM of comae at bulldog deeper•not Ws Serer.Brad Mown Y far lateralwppppppr1 M IMNWal verb mermen an Addli nol temporary tracing to INUedobey duMO aomnucfan Y the roPardeder of IM erecter.Add permanent bwdn of xe overall rinehA Y the ruporsbny W be bueng designer,For pineal guidance regarding 1 I fabrication.quaty aaonntlwoplystorraagge,,rr� areclbwn,aannd bednp coned uts�I���pe•Jf ae epl meg Oupenne eVM r �rabili et.tes g==s 1... 4480 sf/aeae-WSW asMnw,NC 27e0 Jab Truss Tan Type Oy PM 14 Lumber-Orsni*n 16666066 112031 44204 Hp Truss 1 1 Jm-RN6f•nes tankinart Clyvena Corp,P•hner,MA 01066 7.260•Aug 26 2011 MITM Industries,Inc. Man lisp 1716:01:20 2012 Page 1 11:450mMCFYDIH6NkM601DACIMIC4•nrtAagTY•H2NA1p40mrRh16F2kR26K4p6CAPRDydVs •14}0 41.4 �11•c 1 14417 1 17.41 I 441.2 241412 1440 I 40 6.1.4 4412 4412 244 44.12 44.12 414 6.00 tx 6y6= Sane•1:74.4 64 3d 4 F 3h4 344 G E ,/„Iii H D T 416�i 414 C J y! II S 6x6 II If " = L x ®3T R 0 P 0 N M L 44= �- 346= 3x4= 344= 3ee= 1 _742 I 14412 11741 1 14414 I 1240 I 742 7410 244 7.240 742 Plate 0lhata OLYI: r0:0.2,1,E6a1 LOADING(pie SPACING 2-04 CBI DEFL In (Ioo) Weft Lid PLATES GRIP W IS AGO 3 0•�1 a increase 1.16 TC 0.77 Vert(LL) -0.19 M-N >ag 300 MT20 197/144 TCDL 10.0 °��D61bb4wr Incrase 1.15 BC 0.00 V6n(TL) -0.33 M•N >I00 240 B CLL 0.0 Rep Stress Inc, NO WB 0.a Horz(TL) 0.14 I. nla it n B CDL 10.0 Cole IBC2006/rP12002 (Matrbc Wind(LL) 0.06 M-N s99 240 %eight 171 lb FT a 20% LMililes0 ° own. rrAcVVV 1►rr11011VVVVVVVVVVVIWINVVVVl►r 0c114611 WV! LOW,1038•@?°1►•A ■I TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural woad shat ing direly applied or 24-0 cc punk's, except BOT CHORD 2 X 4 SPF 1860F 1.6E ad verticals, WEBS 2 X 4 SPF No.2*Excepts BOT CHORD Rigid calling direly applied or 10.64 00 bndng. B-R,K-L:2 X 1 SPF No.2 WEBS 1 Rant mldpt 0-P,0-15,141,C-R,J-L MITak recommends that Stabilizes and ngdrad cross braol VI be installed during bus 4ndlon,In accordance with Stabilizer JatNedm meth REACTIONS (Ib/6W) R•1067/044 (min.0-4-7),L•1B431Madunl I Max HorzR•70(LC 6) Mix Up3M-347(LC 4),L -264(LC 5) Max GrtvR•2823(LC 12),L•2Ng(LC 12) FORCES (t)-Maximum CempraslaNMwlmum Tension TOP CHORD A-B•0/119,14 -56W143,C-6.411/165,C-T•-3316/411WRf flS7,D-U•-2044/421,E-Ue2431/431, E-F--2391/451,F-0E-2001/422,0-H -2367/450,11-0.-2603/436,I-V•-2643/425,I-WI•-3169/467„FW.-34061442, J-X°-770/173,K-X•-5731160,B-R--161/201,K4•-786/150 BOT CHORD 0-R•-279/2106,P-0E-181/2510,04'`59/1908,N-0E-59/1991 IA.:N•.-111 2 L-44.-277/2620 WEBS C-0•-300/110,D-0•461405,D-P•40W221,F-Pe130Mr�W-�/' 11032 Q,I-N•-949/223, -Me47/411, J-M•4171160,C-R.-21141211,J-L.-2139/274 NOTES 1)Wnd:ASCE 7-05;90mph;TCDL•4Apst BCDL•S.opat M26*Cat.II;Exp C;woad;C-C Elanor(2);cantilever let and right axpoa0;en vertical MR and right exposed;Lumbar DOL•1.33 dp DOL•1.33 2)TOLL:ASCE 7 415;Pg•50.0 pie(ground snow);Ph36.6 ps ,Catpay II;EM C;PaM•Ily Exp.;Ch1.1,Lu•60.0.0 3)Unbalanced snow laid'have been considered for this design. 4)Tea truss has ban designed forgrMar of Mn roof We load of 11.0 per or 2.00 Imes sit roof load of 38.6 pal on overhangs OF NE*F 3)PPravoaa��droin,,pra to 10344. /y,tQ 1(•R LA So, \wate 6)Refer to ghler(a)far lug 7)Prwlda mechanical annea0n(by others)of 0/a bearing plats capable of withstanding 347 lb uplift at Joint R and 264 lb uplNt at 8)This truss M&Spned In accordance with to 2006 International Building Cods motion 2306.1 and referenced sandard ANSI/TP1 1, •_ 1.-,EE . LOAD CASS(*) Standard $ 7 085111 4.,?a V AROFESB10Nr ,. September 17,21 01PIelOe-Par edisips swabs,waiDIPM.0Ypm parr fyawsnn=Y�1ndedStAUlvTnent. R1 w1, �I i 1' i1Z p•yn vaaa to we anti connMan.TN1 N Aden,and Signer- lwducl Wline.imhp°rrno li la• tel a deign Opa�am•mend poprinaapaadean component Y mpon•bity stabinp Arc ca-nos hr designer. rip Yawn xlab.Adaiwpppt l perm Ndu°Iw°b nrmbar out.Atcture hm YaWlytlw►q®wloral guidance YlM ana°I the of habitat Atlqualy Cannot Swage,tl eyy2es,erlyie� owrat and bra YlMro e p Mlana.Fa gsnad eg Comment ISIS Isle,quality control Swage, ay.erection and bracing,consult ,yr�Amalt •6/aw11CJ11WdYg 0empened 2h/Myldrnle6w available tramline YxINWe,251 N.Ise hNI,lots A Ma saaOYd nos iMnbn,NC 27x2 Job Trues Tames Type Oy PM 64 Lumber-Greenstein E6666066 8120:1 H206 Common Theses 1 1 Job Reference taenan. Cynnor Corp.Paw,MA 01006 7.250 0 Aug 25 2011 MRM Industries,Inc Mon Sep 1716:01:21 2012 Page WV ID:p60mMdFYD04Ntl4BOIDAOOzlCdb•FrcYgATALEM6w0HPUMgOMMIT OEJl■yLMytlyalVF _ _..• • • 660 62.13 62.13 62.17 62-13 666 Baal•1:74.4 e. oflOOe ►/41%111• F fx6 `..r 0 3x4* E / 3x4 * 0 H /44 % 444* /C I 4M G /' a`\\\\ � 45/Q AB '� \ _ � . 0 N M L K 4e= 3x1 = 6M = 3M= 440= , 14- - 41.12 1d61 7461 41.12 PI6119fbt■a.YI: 31:041122411.IM:O-40.D-3-0L LOADING(ph SPACING 2-0-0 CBI DEN. In (hoc) I(06D_„Lit GRIP TCLL 36,6 Plates Increase 1.15 TC 0.07 VeQLL) -0.12 M-N ltiJp n 107/144 (Ground Soow•6000) Lumber Increase 1.16 BC 0.74 Vert(TL) -0.26 M-N >000 240 L 0,0 Rep Stress Ina NO WB 0.71 Hors(TL) 0.11 K nra 5/a - TCDL BC BCLLL q0,0 Code IBC2006/TPI2002 (Matrix) W1nd(LL) 0.00 L-M >000 240 Weight 101 lb FT•20% LONER BRACING TOP CHORD 2 X 4 BPF No.2 TOP CHORD Structural wood sheathing directly applied or 3.6.7 on purins, except SOT CHORD 2 X 4 8PF Nog end wnkale• WEBS Nog CHORD Rql400 �lreghDllbruin B-0,J-K 2XBPNt WEBS 111 - MIT*e recommends that BlabBasn and required aces bracing be Ygtelled during truss ereotbn,In accordance with Stabilizer INhlle6an guile REACTIONS (INala) 0.1087/0-5-8 (min.0-3-1),01843/Mechanial Max Hora0•70(LC 5) Max Upf 110•442(LC 4),K.-250(LC 6) FORCES (lb)•Maximum raestoNAladmum%melon TOP CHORD A-B•OI1 r�,CDs-2270455,D-P2-1714/400,E-P.-1606/411,E-F•-14601436,F•0•-1450/436, 0-He-1713/422,H-0•2278/48d IJ•-760163,0-0•-081/211,J-0411/171 BOT CHORD N-0•273/1556,M•Ne-165/1664,L-M -1571657,K-L•-27111506 WEBS F41•-312/1234,H-Me-753/244,H1041/353,I-Le-225/183,D-M--750/244,D-N•-00/343,C-N•-2141162, C-0•1S02/270,l-K•1513/261 NOTES "Wince -06;00mph;TCDL•4.5pf,BCDL•6.Opf,h•2Sft C■L II;Exp C;endowed;C-C FUderiar(2)I cantilever left and right exposed;and verbal left and right expossd;Lumber DOL•1.33 plate grip COL•1.33 3nland s eo o • S ��II;Exp C;Partially Exp.;c01.1 3)Ubaceow I d airkered fr 4)This truss has been designed for gnaw of inn roof live load of 18.0 pet or 2.00 times flat roof load of 36.5 ref on overhangs non-conawrentw t other IN*bads. 5)Rein to gIrdr(a)for Was to mw 03n111acdc1111. R LA$S V9� 6)Provide mwrrbed aanastcn(by others)of dun to bearing plate capable of wl hstending 342 lb uplift a pint 0 and 200 lb uplift at y�`v�*ah(. �r� \ \ 7)Th11611.1411111101111/1Migance with the 2008 International Building Code sedbn 2308,1 end referenced standard ANSUTPI 1. * B. <i-41 9 LOAD CAWS) Standard r_' • /t /�ih/ S 2 A'90FeamnNa, .T 1,04$ep, nber 17,21 OBnvolf um onNWM Wok eSlAYg bAed on upo npro0E�,W�ndIorotMrP/II01Se•7•M WOW WA• rlpnaMfa sgnpa'msn ad ten.ln►pNgnx baled GO upon promoted mown. MINK boron SNIIIC ppay °AP AM. Illy a design p#Muol w and mbeio Ace pnaamponant nrepo aya fYdhe Slam-nalnr bd reli 01 th civ*sog Yb-rhat4 bon a ualwebman veroAtlelt,. hm re iii binngt ha bob flabbily ghn2hueeenxlbempgocing Me a.aa. n,gMe y Pwnen•nr ge,d�yFahyM owralmuelua Yna, rapomldNy of the but puianu ngadn0 r WYbYlkrae0n0uWN�nnyoeldy 6h0.7am Kaan-Y1 Nby�e enw�In3eih KM adinedapeM111 �iaYWe�' mill firth a ela■Y dfl. Yait ananset er. 111111ourdkia KM Job Truss Truss Typo City Ply 64 Lumber•Greenstein 2 Jnb E6666070 912031 11205431R 9podol Truss 1 RtlerNtlJ lontlnnell QJywior Cap,per,MA, ,.• . 7.260 s Aug 262011 Mtfex Inductee,Inc. Man Sep 1715.01312012 Pope 1 ID:990mMdFYDM6N*Me01DAOOOCS-Fn:Y4ATALbANhCOHpUM90SlTT6 WNyLxvydydVy IDES 1609__. 1041.11 23.11-14 _ 2944 324.11 -1 _ 744 • • 666 6113 6113 3-11.16 3-11.16 644 246 -1• 4-143 � -lay_ Sees•1:919 ea1�11y rr••r F Sage /\ so *W/ � « Se64 E 0' V° \ lap= 656* H 336 i� J C Sr A° l0 3 itillti:'K, /h _ i -_._. _.- _. _.. w �1QO 4 U T 6 R 0 P 0 N M M A8 L 2t4 I I 4x4= 344= m°=44= 60 a be= be = 74= 447 = i 664 1 1044 1 1604 1 2111.14 1 1944 132W-1153.2.10 4371 1 5-06 62-13 6113 7.11.14 644 346 1-1 41.11 Ptete Ofbate GX h• IH:¢5.4.0.3.41 IM'°•34.0-4-M LOAONIO(Ps° SPACING 2-0-0 CSI DEFL In (tea) Vdef-JLR,�sO A PLAES GRIP TCLL 35.5 Plays Ingram 1.16 TC 0.64 Vert(LL) -0.19 0 >991 360 MT20 197/144 (Ground Snaw•85.0) Llarber Increase 1.15 BC 0.75 Vert(TL) -0.34 0-0 >999 240 TCDL 10.0 Rep Slog S Ina NO W13 0,66 Hoa(TL) 0.06 L fife nfe 0 BCLL 0.0 Cods I13C2003/TPI2002 (Mat ix) Wtnd(LL) 0.11 0 >999 240 Weight 420 lb FT•2016 BC 100 - LUIMER BRACING TOP CHORD 2 X 4 SPF Nat TOP CHORD Structural wood sharing dirsc 'applied or 4-1-3 cc purling, except DOT CHORD 2 X 4 SPF No.2*Except end verticals. L-P:2 X 6 SPF No.2 DOT CHORD Rigid ailing dreM1M$m9deilAdb*skill L WEBS 2 X 4 SPF No.2'Excepts B-U:2 X B SPF No.2,K-L:2 X 8 SPF No.2 REACTIONS (seize) U4683I04-6 (min.0-2-2),L•61701Mssheneal Mex Hon U•7o(LC 6) Ma UpIti1U -513(LC 4),L•-1449(LC 5) Max GrsvU•2663(LC 1),l•6662(LC 14) FORCES (b)•Msdmum ConpmebrvMalmum Tension TOP CHORD A-Ba0/1�C 4475/639, V•-3305/!59,D-V•-3061t703,D-E•-2906/690,E-W-2760/706,F-W-2766/723, F-X �36fM,(3-Y•-6695/1359,H 4•-6024/1369,H-Z•-4396/1067,I-Z•-439811067,W-5361/1216, J-0-7080/1609,B-U•-26011/541,K-L•-456711065 DOT CHORD T-U•-1344396,67••459/2766,R-S.-362/2834,0-R•-3 55 22/12 86 3 4,P-0•-512/3324,O-P•-51113326,N-0•-85914616, WEBS C-T•-296/126 C-SM - •1A226B,�99,F-0•-°71°012656,0.0•-2600/804,60s-67613615, H-00-3149/656,H-N•-637/37,I-N•-535f2555,B-10-36412405.J-N•-2332/713,J-M•-594/2269,K-M•-10443693 NOTES 1) true to be connected together with 1 Od(0.131'4:31 Mile a follows: � 22X4.1 row.1044 00,2X8.2 rows at 0-9-0 oo,2 X 6.2 rows it 04-0 co Morn an 2 X 4.1 row st 0-9-0 oo,2 X 6-2 rows at 0.3-0 00. Nee oatneaedas follows 2X4-1 row at 0.9.0Dz. ��pF New Y 2)All loads we considered egmly applied to m plies,a ospt 6 noted as front(F)or bed (5)Moe In the LOAD CASES)scion.Ply to My connections have been Idea to distribute only beds noted m(F)or(B),unless otherwise Indented. P *Ft.Rte.'p 3) °IMI�, loo BCOL•6.Opf h•26°;Cat.II;Exp C;enclosed;C-C Exterlor(2);cantilever left and right '� 'we 9 exposed;end vental left and right exposed;Lanier DOL•1.33 play grip DOL•1.33 .05 .Q" Cy,7 l�1, 4)TCLL:ASCE 7-06;Pga 50.0 psi(grand desnrs ,p(.59.6 eeln1_�o,�) Category II;bp C;ParWly Exp.;Ct•1.1,Lu•60.0-0 6)Unatenad snow loads have been gon*le*r4Y�r1utis1�1470/ 8)TN'Dues his been deigned for greater of min roof live Iced of 16.0 psf or 2.00 lima fist roof Iced of 36.6 psi on overhangs na>oonounem wilt otter live loads. - • , 7)Provide adequate drakes*lo prevent water bonding. \% O 7 6)Refer to gkder(s)for truss t rue connmene. .�, 9)Provide mechanical connection(by MS')of truss to bearing pat*capable a wthalnnTerri$fl E1�1449 lb uplift at O 095111 talks' g f1E lgned In a000rdenos with the 2608 International Building Code ceder,2308.1 and referenced standard ANSI/TPI 1. OFES810N* September 17,21 1 0 ware.vas Aso rwatalrea41RM91307l magma .110f1io11tdr0B/ring cop onent, tW3°UEl �1 f, 00eMIppnwrd fa we Ony wren M1.anal 5 O .Ira n oopp��G1Upppppp ppaaroopIy� rnwm,and Y fr anl-WNdual: teanpwnponenf. Appladly oFtlWpn�,xan,��x�antl poyxlnexpa�ASenNr•rposeCey n butdng deecnx-Hint hue:tea net brad r,own SW lateral euppon of lnWldual web meman MN•�dll I gbi dobily durlrfpp oonCMOndancepondbf dIM xeolar.Additional prmaneet Mooing of x»asst dualunl a the p 11x.!3GnnalWeon>re9ardep 4 tabeden,wady oonxol,lamps.d•N•H,renew and bmdna co w OMS,3644 and SCSI WWOne Component Solely LJ_ J. nwlloble from Isis Pete h4lute.241 N.Lee Sher.Suee 3 A 414°oulMlb newt eeeet3n,NC27932 Job TNN TNU Two OM Ply 14 Lumber•Greenstein I E6666070 112031 H200-01R 8MOlei TNN 1 2 Job eeieram.feral aneit Cyvwla Corp,PSIS,MA 01066 7.210 a Aug 26 2011 Mtiaa Industries,Inc Mon Sep 1716:01312012 Pegs 2 ID:gSOmMdFYDIH6 AtMSOlDAOazICdb•FrcYgATALbANhoOHPUMgD6n�W NOTES 11)HanpererSINSVOISIBIGIMISkeli to provided sufficient to wppon calantrMed load(e)2743 lb dawn and 025 lb up M 32-14,and 340 lb down and 301 lb up N 33-114 and 340 b down and 301 lb up at 3511.4 on bottom chord. The GHIQN6aNalbn of such comedian dsvlos(s)Is the naponalbl6y of others. LOAD CASSIS) Standard 1)Snow Lumber Inaeaas-1.16,Plate Inaaamilh 1■rI nV.@7a Uniform Loads(pio Vain A-13e47,3 a 97,F-He-07,H-•47,I-Ks-97,L-U -20 Concentrated Loads Ob) Vert Me-2743(9)M-340(B)AIM-340(13) Jd/1Bfao-vetedi teewaalalaraead/umte aCKIThenaawaaJ�AlSanos wnm maw tat Deign vast to use only%Nth t7tret connecters lnb dugs If bored and upon pants mown,and Is bran Ntlhidual butting component Apiece bay a design parameters and prep.Incorporation of Component If rNpomibPby of bulking dugnr•not hod dnlgnar.Brawnyy cooWrap V 4119 Y for lateral support of ,ft A,Mlweb members ones.Additional temporary amino to Insure stables during Gouts-non Y the npawtlmy of lee recta.Addtonat permanent �a me WIMP drueta Y the reeponiblM at lb buuWildingg demeenea.For e Iabikaibn.4u_PN Control Nampa OeNNY,erection and bradnpNe consult Anima iiafe.VAxed pe ®gl♦ eebty IllMmesen available fromina Pb� Institute,gal N.Lees Ill aanarpe Reed Denim NC Mu Job Truss True Type Oy Ply 84 Lumber-Greenstoln E8888071 812031 H207 lentlegte III 1I.Q?d 1 1 Job NMW*1O$Indianan Cyanor Corp,Palmer,MA 01088 7.250 a Aug 25 2011 Wilk Induebl a,Inc. Mon Bp 1715:01:222012 Pap 1 ID:880mMOFYDBMwd.MOlDA00zICAb•)1Af1WJo0ulEJmertekvmMD22Y4o2oP8ewYW8ycM - ,__ •.• bed -....6.2.11 54.13 54-0 641 624 84.12 des &a•7:IMO 600 12 F La�i � dal G E ./ N5:02 �i 6x1 = TD v 4x8 0 3x8 0 w 8 R 0 P 0 l���,�Nea.. ��,,...� 1141 L K 4x7- Lod - - Ue= 1. '►f•C9 f7R = ® dad = fM I I 7411 e.a.8 - ---- '-- --- 3.1 -- .-:----- 1.612 Plata OR1da 0(Yt• 10:040.0.1.141 114:0.41 UW.1J 84.0.2.41 LOADING(p0 SPACING 2-0-0 CM OEFL In goo) Well Lid PLATES GRIP TCLL 38.5 Plebe Increase 1.15 TC 0.91 Van(LL) -0.20 0 '999 300 MT20 187/144 (Ground Si •50.) Lumbar homes 1.15 BC 0.91 Vert(TL) -0.48 P-R 2821 240 TCDL 10.0 BCLL O.r♦®o• NO WS 0.93 Horz(TL) 0.14 K Ni nla BCDL 10.0 (Matra) WMnd(LL) 0.11 0 2888 240 Weight 187 lb FT•20% TOP CHORD 2 X 4 SPF No4.,2;-����� TOP CHORD Structural wood sheathing directly applld or 24-2 a punks, wept BOT CHORD 2 X 4/II and verticals. WEBS 2 X 4 SPF No.2*Except* BOT CHORD Rigid ailing directly wiled or 10.0-0 a bracing. B-S,J-K:2 X 8 SPF No.2 WEBS 1 Row at midst D-P,0-P,0-V C-S MITak rernmends that SraMSZere and mulled croWOO s= CO Installed during trim en tlon,In accordance w installation guide REACTIONS (Ib/sze) 8•22e1/0-Bi (min.044),02158/Mechanlml Max HorzS039(LC 5) Max Up11R8m-398(LC 4),K•-339(LC 5) Max Orav8•2251(LC 1),K•2551(LC 14) FORCES (lb)-Madman Compression/Nahum Tension TOP CHORD MB•811_ , B-C�88}fl'{1 C-T•-2795/544,D-T•-2588/588,D-E.-22371501,E-Ue2100/512,F-U•-1884/527, F-0e2�25,W� s71089H-V•-28701827.I-V•-2924/509,I- •-2978/478,J-W•-34121453,8$•4941232, J-KN-2516/385 BOT CHORD R-8•-731/2273,O-R•43212079,P-0•432/2079,O-P•-301n888,N-0 -303/2557,M-N•-30312657,L-M•-330/2838, K-L.-112/508 WEBS C-R•-179/161 3,D-P•-7e5M1,F-P•-405/1823,0-P•-1583/359,0-0.0188,0-M•-7581121.H-M•-116/962 ,I-Ms632/12�,C-8.-2380/314,J-L•-32112058 NOTU 1)Vdnd:ASCE 7 45;9Omph;TCDLM.Spef;BCDL•B.OpM,M25ft;Cat II;Exp C;enclosed;C-C EAAMor(2);antllever Mt and right mposad;and verbal loft and rigid exposed;Lumbar DOL•1.33 plate grip DOL•1.33 ,.• 2)TCLL:ASCE 7-05;Pr 60.0 pef(ground snow);Pf•35.6 paf Met roof snow);Category II;Exp C;Partially E-460021-8144 04 73 8Yx ��of NE Y 3)Urlbatened snow lads have been considered for this design. R'u / O9 4)� u�ban Ired at min roof llw load of 18.0 pd or 2.000n a 5d roof load of 38.5 Pd on overhangs .4453%* in 5)Provide adequate drainage to prevent water pending. *y 4`a' `1 6)Refer to girders)for bum to Mies owneo5as. , 7)Provide medrnsl ooV n)of buss to being plats capable of withstanding 395 lb uplift at pint 8 and 339 lb uplift d n ,r 4 cc 8)This bum le designed In accordance weft the 2008 international Building Code eectnn 2300.1 and referenced standard ANSI/TPI 1. fL� LOAD CASES) 8tndard ca OB611� Fii V 9oF888tON* y� �gRSA�B September 17,2( 0EWAda.Ieow.thW ..r....R.n Is HMS 0Y TRIO tlOYIsshow�ndt for aMPITE4 ���� Design valid Wdeignp parameters cnd popr,iMOdpnn of component It mbulkind ener- du st toSSiapWpn pammeMnanAproprNny Aabna�mporry 12010MayabbglySahgC •nUC nSthpner, Mown Wes'A wopal of Ina permanent brodbe,Jwag offf IIIS oroll nlructuure is/M rMgpon billltyyy of the building desig b general utdo • lateicallon,*wily Adlbnafll�elmeer. fal�aaleawa rjA Mae mALaaid SCR YAanadamPMlaN eleeaadlW w.a be Alai eri•a•••d W NIL eAnbn,NC 27m2 Jab Truss Truss Typo Qty Pty Lumbar-e4 Lumbar-assnsWn E6666072 012031 H206 Sp.d.l Truss 1 I Jab-Ratarioca rattan Cyvarwr Cap.Palmer,MA 01069 7.260 26 2011 Mire Industries,Inc. Ma Sap 171601:23 2012 Pp'1 ID:980mMOFYDI ICd6BDJJF.VCICRavAlsvaarraPiataF0AP32Vyd1AV - . . • sae 84616 6417 2.100 64 661 6618 1413= SAW•1:7t0 0.00 V U F /. m!II 9 ` 6210@ be= 61d 0 /, 'op��T 0 326J 124G J C x 426 B 14SV - _ __..— . 6 R 0 P 0 N M L 44 = 60= 626 = �= 316= 614 t 426= I 1063 I 16100 2425 1 7.12 I 2744 I 1666 6043 64 6611 PlebOSrhIX.n: rf3464x1.141 IH•44-12 a2-01 IP•a2.S 41.44 LOADING(PM SPACING 2.0-0 CSI DEFL In (bc) bdMI L/E PLATES GRIP TOLL 36.6 Plays Increase 1.16 TO 1.00 Vert(LL) -0.18 P-R 4999 360 MT20 197/144 (Ground Snow•60.o) Lumbar Increase 1.16 BC o.ea VM(TL) -0.40 R-S 4999 240 TCDL 10.0 Rep Stress Imes NO WB 0.94 Ha2(TL) 0.13 L Ns We BCLL o.o Code IBC2006/1PI2002 (Manx) W1nd(LL&fl Sri Waaal t 202 lb FT•20% BCOL 120_ LUMBER BRACING TOP CHORD 2 X 4 SPF No.2'Except' TOP CHORD Structural wood sheathing directly apIIISISSIMil vartics& G-H:2 X 4 SPF 1660F 1.6E,I-K 2 X4 SPF 2100F 1.6E BOT CHORD Rigid outing dir.a applied or 9.49 co bracing, BOT CHORD 2X4SPF No.2 WEBS 1Rawarmbpt G-P,G-N,C-S WEBS 2 X 4 SPF No.2'Except MITNI renamed'that StabllWn and rewind sass bracing 15-8:2 X 6 SPF No.2,K-L:2 X 6 SPF No.2 be Wad during bur argon,In a000rdana with StaMlker IMlallallon guide. REACTIONS (1b/sin) 6E222j7L7/0-56 (Mn.0.59),L•2163/Medwdal Mex Hal8e- .001 .® Max Hors•-3 Mu GravS•2277(LC 1),L•2627(LC 14) FORCES (Ib)-Maximum ComprnaloMaximum Tension TOP CHORD A-B•WI19,B-C0•7f3/10S,C-T -2661/4U,D-T.-240W603,D-E0-2671/647,E-U -2621/659,F-U•24177172, F-0•26024360,GA44007/409,H-W-20p7/ H-Va-2368/619,I-W-2401403,W-2726/602,Jae-29441462, K-X -3476/46,B-13•4411/174,1C-LE- . 6® Cl W a BOT CHORD R-S61/2247,C-86108/1723,P-0J1o6/1723,O•P•-1972123,N-0•197/2123,M-N -31e/2647,L-M--146/765 WEBS C-R-206/169,D'R6739266,F-R•266/1141,F-P•368/1670,G-P-1691/434,G-N•6271131,H-N-74/676, J-N-616/176,J-M -142/103,6862226/460,K-M•17211676 NOTES 1)Wed:ASCE 7-05;9Omph;TCDL•4.6pf,BCDL•S.OpM,h•25ft Cat.II;Exp C;en7SfiS;SBtittor(2); end right agreed;and venal left and right eased;Lumbar DOL•l.33 pleb grip DOL•1.33 2)TCLL:ASCE 7-06;Pg•60.0 per(ground snow);P•35.6 p6/(let roof snow);Category II;Exp C;Partially Exp.;Ct•1.1,Lu•60-0.0 3)Unbalanced snow bade have been considered for this n. 4)This truss has ban designed for greater of Mn roof lMNot2.00 times Sat roof lad of 30.6 per on ossmangs Of Nehe a4a nnaxnnt with other Ile bade. 4p//rr\ / . 3)Provide adequate drainage to prevent war ponding. 6)Refer to gtdar(e)for truss to truss connections. 7)Provide mechanical connection(by others)of trust to bearing pleb capable of withstanding 397 lb uplift at(oIM S and 337 lb uplift at o n 11 I ( 0' -1.049 r 6)This true I.d111�n�r4GD06 Intonational Building Code Motion 2306.1 and reremnoed standard ANSI/TPI 1. r` LOAD CASES) Standard '` / �� i• \90 tots' y September 17,21 eliwuntwllh MINA connects.Thb design Y band only upon maser rhown.and Y tor on IndMdud bulking comm bey d design molm and prom lncopaalbn d compon.nl 2 rnponiWy of bulling dulpnw•net bus dsi 2r.9at S*nn rngW&r� hi foaled tsnllg dmtrlMas DM.Adcillionn.lh.rruuppa bracing ttoInsure building deslpa comlruelbn YlM na7ontW"'ydlM 1tamitannti1sm/x1roatt Iits�.a.f.iYYlaM�ea Ml Irma Y� 1 B lanbry NC 27102 Mt sovas'I R.6/ Job Tress Tna s Type Ory Ply 84 Lumber-Greenstein E5655073 Ba21111102thgenlaNSI*21 lip Truss 1 1 J Jab Reference Iaatla an Clywiw Cap,Palmer,MA 01068 7.250 a Aug 262011 MRS Industries,Ina Man Sep 171501:24 2012 Page 1 ID:p80mMOFYDO SVOMM01DA0011040-gOHh80WiteWbV36WoWmJWLmJWSn01OkayaNr ..iv 660 I 108. I .154•0__; 21.ea 1 5.14 1 a5--a I x7'40 I ..iv 680 614 61.5 hoe 61! 61.5 144 5.001x beg O. Bpes•1:61.3 5x7= F ° 443 11 II b1-o w (: x Sec \ 3M 4 E \ I 3M O •D J 1164 V � \ C K I. 3 /,__ _ -- .. 1$ T 8 R 0 P 0 N M = 3Ml>OG•. I O.1114 oov = 3M = Ixe= 216= St_ I 74112 I 161-0 1 2144 1 5.4.12 1 17.4 1 741.12 744 Me 744 1-11.12 Pith Offsets/X TV 04;O•34 41•_141 LOADING(pal) SP��Cggiyg���� ��-0a C01 DEFL In (be) Vd.R LW PLATES GRIP TOLL 30.6 PIS NSt4w TC 1.00 Vert(LL) -0.23 N-P •009 350 MT20 197/144 (Ground 8rww•60.) Lumber harem 1.16 BC 0.91 VM(TL) -0.42 N•P •999 240 BCLL 0.0 Rep Bien'nor NO WE 076 Hors(TL) 0.19 M nla refs BCDL 10,0 J Cods IBC2006RPI2002 (Metz) Wlnd(LL) 0.00 N-P >900 240 Weight 199 lb FT•20% LUMEN BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Metre'wood sheathing Greatly applied, except end verticals. SOT CHORD 2 X 4SPF 1560F 1.5E*Exilitnn•SW°re@? L BOT CHORD Rigid ceiling directly applied or 10-04 co bracing. O•R;2 X 4 IMF No.2 WEBS 1 Row at mtpt 0-0,140,J•P,C-7.K•6 WEBS 2 X 4 SPF No.2*Except MRek reaommetlde that Stabilizers end re0uired rag B-T,L-M:2 X 6 SPF No.2 be Installed during ruse erection,In accordance wl� 0 InfWletion outs. RUCTIONS (IblMa) 7•2300/ •6-6 (min,04.13),M•2177/Mschenlal Max HowT•S1(LC 6) Mess UplIRT•395(LC 4),M•344(LC 6) Max OravT•3062(LC 12),M•2041(LC 12) FORCES (lo)•Maximum Co preeeb&Maidmum Tension TOP CHORD 48.01119,p.U••880/165C-U-648/181,C-V•-3521/529,D-W-36$7/644,D-E•-30371611.E-V -2781J622, F-9/-a.. 2-MW16q F-M0334/618,H-X••270/645,l-X•-2759/633,IJ*-3029/623,J-Y•4603/552, K-04531/627,K4•520/155,L-2Y<1002/154,B-T8-526/213,L-M•-754/173 SOT CHORD 8.7.364/3157,R-13•-25012052,0-R•400/2862,P-0 -12212300,0-pe245/2853,I�ILgA�7EM MN•-34[(3165 WEBS C-8•-31o/159,0.8•401414,D•0•545/219,F-0.99/e86,H-0.337/366,H•P.111 97�8,9J-F•-9 /226,J-NL491426, K-N•-322/159,C-7.33351300,K-M•32301353 NOTES 1)Wind:ASCE 7.05;90mph;TCDL•4.5pst BCDL•SApt,h•26R;Cat II;Exp C;enclosed;C-C Extrior(2);cantilever left and right exposed;end vents'IM and right exposed;Lumber DOL•1.23 plate 0118 DOL•1. 2)TCLL:ASCE 7-06;Pr 60.0 pit(ground snow);Ph35.6 per(Bet roof snow);CetglyiIleaftaelWaM1.1,9/.60-0-0 3)Untwisted row loads have been considered for this design. 4)Thfs bur hr been designed for great of min roof live lad of 16.0 pet or 2.00 times 51/roof load of 35.6 pet on overhangs C�I non•aaunfit with other live loads. w�`�� Neill 6)Provide adequate drainage to sever*wets pondi 6 ,1/,P 1(.R• LA O 0)Refer 10 girder(.)for Rae fo trues aotellatirlr r.SSr�C fib 4T 7)Provide methinks'connection(by others)of Wes to bearing plate a of withstending 395 lb uplift a Joint T end 344 lb uplift at Mel 7:1. , 5)This Wes is designed in esoadena.with the 2005 Intematlana Building Code esatian 2305.1 end referenced standard ANSUTPI 1. � W LOAD CASES) Standard d DB6111 A90FESSt0Or September 17,2( AMS•Nue ail*prate.oulREMDND7sat2En PASB5ENP9i5Sf0at eYan sold for we one Oh MRek 14411/,7w deems b bared one upon p Component. °Ap 1p mafy of deer papnyten and props Ineorpmatbn of component Is rerponda6y of sang deem-not he designer.Ironing Mown Is for tetra support of IndeAdual web mambos me.AdWbnal temporary bracing to Insure MMAEd i Inppntlaery of he b�recta.Anions permanent of111.�owlleleyystructueeesIs the responsltflllyroof the WWeaanN�'fp2�aligr�spading MOM il rerell eslatela and esetes syMj2w Meet»5eelj n�jy. 4 aa4t or nerd.Cs M 515 an,NC)ALKresoreW Iv etr Edenton,NC 27ete Job True' Trum Type 01y Ply 84 Lumber-Greenstein E5508074 1312031 JO1 Jack-Closed True 1 1 Jab Reference rcelbmll Clyvenor Corp,Palmer,MA Dl000 7.280 s 62011 IMJlm m,Ina Mm Sp 1716.01:28 2012 Page 1 1O:g8OmMOFY**W M�1131 AO1t22K rBCIC2FhdY0TuA8OydW • 244 °'6° I 14.04.0 244 40I 8x6= 1 5x4 I I Bah•1:23.4 C K D E a� 10.00 12 J 3x6/i E ', •.- A Moore e -', 344 arm-F 1.64 II E 244 I- aie I 2aa Plate OfttW Of.Y1: 10.0.810.2-01 LOADING(psi) SPACING 2-0-0 CBI DEFL In (be) VOed Ltd PLATES GRIP TCLL 30.5 Pub Increase 1.15 TC 0.73 Vtt(LL) -0.03 O-H >990 300 M120 1971144 (Ground Snewa50.0) LumbeIMINIWIIIIS BC 0.52 Van(TL) -0.O1 0-H >999 240 TCDL 10.0 Rep Stress Ina NO WB 0.20 Hors(TL) -0.00 0 rife rife BCLL 0.0 Code IBC200ERPO2002 (Matrix) Wind(LL) 0.04 O-H >999 240 WYlght 33 lb FT•20% SCOL 10 0 LUMBER BRACINl•Q? OOQ°r•900 L TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structurel woad cheating dlrecdy applied or 380 a paths, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid awing directly applied or 10-0-0 oo bowing. MITak reormen08 that Stabilizers and required woes bredng be gagged ed during truce erection,In accordance with Stabilizer Installation guide. REACTIONS Inn) I•64N0.8.0 (min.0.1.5),O•393M1e0Mnlaa.M ■ ■I1I■ M NsI•257(LC 5) Max Upinti•-296(LC 4),0•-343(LC 5) Max Gray11442(LC 5),O2794(LC 7) FORCES (lb)-M•d arm CanpreaNOMAa,dmum Tension TOP CHORD 9.1•487/331.A-1•0/126,B-J•4881255,CJ•-481!271,C-0-42134,D-K•-4104,D-E•0/0,D-O•-3741110 SOT CHORD H-l•23710,H-L -278/307,0.L5-276/337,F-0.0/0 WEBS � B-H•-98/391,C-H -1071274,04•-4641308 1] r .1.4rIMIr1261.6pM,BCDL•8.0psf h•2Eft CM.II;Exp C;enclosed;C-C Exnrbr(2);engraver left and right exposed;end vetoer IM and right expseed;Lumber COL-1.33 pate grip DOL•1.33 2)TCLL:ASCE 7-06;Pg•50.0 pea(ground avow);Pt•36.6 roof Nell);Category II;Exp C;Primly Exp.;Ct-I.1,Lu•5080 3)Unbalanced anew bads have bean considered MYIM� 4)This bum has been deigned for wester of Mn roof We lad of 20.0 pea or 200 times flat roof load of 33.5 psf on overhangs noaconourrrd with other live loads. 8)Provide adogmts drainage to prevent wear pandhg. 6)Refer to lllyder(s)for buns to trumaonnaaons. ♦'F NE 7)Provide nedenbal connection(by caws)of buss to bearing pate cepab*of wdhsten V t� 143 lb uplift at 4�G> \k O. 5)TTNa buss is designed In accordance with to 2000 International Building Cods wilco 2306.1 and referenced standard ANSI/TPI 1. 9)Hanger(s)or other=nation device(s)shall be provided sufficient_ m o ants_ _pada)101 lb down and 157 u up M ..w n n k 1 am, 1 RC941n r 244,and 101 lb dour and 1671b up M 4-9-4 a bottom char,re r connection devla(s)la IM �i -"7 I al others. _ „ r -d?• 10)In the LOAD CASE(S)medlon,bads appRed b9n face of the bun are noted eabom(F)rback(B). •,+ /-�!' LOAD CASE(S) Standard N C.I.1 4. Continued on pegs 2 AOFESSION' ! • September 17,2( De �w�M faF writ Thh design Y beat only upon parama•n shown.and>fawn Individual bang component. A by garb HCapaalbn of'fundament Is ntlpondalty of building designer•not sum design.Bracing shown II tor lateral supped of I web�only.Additional roam Moangto lam stability during construction b the mponrblay of he mater.Ac el pnrenent bad 1 r tithe building designer.for genera guidance spading I r�aelbakya3donm,aauaWlxy aonl�raobl ydmpe.d ��r.e �dK H� a oasis aloe MI Wane Carpaed l a la 9Y•3 Irera I1c'ral l to Sir=east ea ass 14 SAS or emece- w 8 27ttV Job Into Tien Typo OW Pty 64 Lumbar-On.n.1Nn E666607n 612021 JO1 Jae-Cloud Tnla 1 1 Job Rdum.tapba611 aura Corp,PMmr,MA 01069 1.250•Au9 26 2011 MRM Industries,Inc. Man 8.p 1716:01:262012 Pop 2 ID:080mMdFYDIH6NFJd60WAQOtICdb•6o(d1YX90phoADh22KRd016CICrFbdVOTuAeOyal W LOAD CASE(S) St741E0111•0)$• 'O. 1)Snow:Lumber Inr66.n1.16,Pile Immortal IS Uniform Lucie(plc Vrt A-S.-97,B-C--97,C-D'-97,D-E•-97,F-1-20 Cono6Mntuf Lord.(lb) Vat tin-161(0)Ln-161(8) A Wale-Volk ESP pira to*owlANDNOMOr2>DEINDWSW=Jt7llla wrME6i-Tin MOM at I Door veld ta urn only wit.weak aonacbn.Mb dWpn I bawd only upon pram.l.n shun,and Y for component. t AppacobIly or deign morrows and props lnoapraflon at component Y nrpans bity of bag a.l10�.booing mown Y tot kiss impart r lndvkual vwb arm only.Adddwnol f.mporay booing to Insure stalely d corrhuolon Y hre ngoMbry or the rata.Ad gooey permanent ambi dealt', Owen and booing,consult Dfy Ie�Wtlal Plana teCempp a lately n,9um ovolabnoram Inasrv.r.aunn and N.Las w,Su6 tU Wlip Cany.iwa lately ram oaMbw tram tors Irr6uM 261 fL1a AJUM6 A A ell ar.MdwRae 6M.an,ND 271102 Job Trues Thal Type Oy Ply 84 Lumber-Green Mein 66666076 B12V•01r•r0a1/SI O Jedt-Ow•d Ttuu 1 1 Jab RMannoe(Went Cyvnpr Cap,Pelmet,MA 01066 7.250 s Aug 262011 MITek Infueates Inc Mon Sp 1716:01:262012 Pope ID:gSOmMdFYOW6NtMBOIDAOOICd6.6CJfYXOO9MAD6221 RdOjSI1JCFIRYOTUMOyUW Lilo £41 lel 44-10 2+14 6th 1.6M II Smle•1:31.6 C D E J I7 10.00 3x6 4i feejlim A I! es __ hie H O 1 4 1 1 4x4= bb m I- Lila r-�QtQ Ltl,0 PMr OIWte DI.Y1; IC:0-14.P2411 LOADING(Fef) SPACING 2-0-0 CBI DEFL In (loc) Well Ud PLATES GRIP TCLL 39.6 Plates Wawa 1.15 TO 0.66 Vert(LL) -0.00 H >999 360 MT20 197/144 (Ground Snare 50.0) Lumber imams 1.16 BC 0.10 Vert(TL) -0.02 H-I '999 240 TCDL 10.0 Rep Stress Ina NO WE 0.14 Hor2(TL) -0,00 O a N} tea BCDL 10 0 Code IBC2006/7P12002 (Matrix) Wnd(LL) %IC N c Weight 36 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structured rood sheathing directly applied or 6-1-1 co perlins, except BOT CHORD 2X4SPF No.2 end verticals, WEBS 2 X 4 SPF No.2 BOT CHORD RIGd ceiling directly peed or 100-0 co bracing. MITek. ......a recranneWRIBIIMIllent and required crass bracing M installed daring truss erection,In mordents with Stabilizer IneOMletlon cube, REACTIONS (Ib/elze) 1• 39/0.6-e (min.0.1 4),0•390IMechaSnl Max Hozl•361(LC 5) Max UplfR-14 4(LC 4),G•209(LC 5) Max Grerl•7S0(LC 6),01•460(LC 7) FORCES (lb)-Maximum CompreeMOnelAmemum Te n TOP CHORD 0-1•7481163,MOr d ,QrD•-69/92,D-E•0/0,D-0•235/611 SOT CHORD Hd•332/O,O-H -136/145,F-01•0/0 WEBS B-H•0/199,C-H• /73,C4•-334/163 NOTES 1)Wlnd:ASCE 7-05;90nph;TCDL•4.6pst BCDL•6.OpeE •265;Cat II;Exp C;enclosed;C-C Exterlor(2);MIMIIM IL let and right nd net exposed;Lumber DOL•1.33 plate grip DOL•1.33 2)TOLL•A CE .0 palfpBlund snow);Pf•321.6 p4/(bat roof snow);Category II;Exp C;Partially Exp.;Ct•1.1,Lu•660-0 3)Unbalanced snow loads have ban aoceldered for this design. 4)Thls buss has ban designed for grater of Mn roof Ilex load of 20.0 pet or 2.00 times flat roof iced of 39.6 ref on overhangs nah•osnou rent with other Ilex bade. 6)Provide @aqua*drainage to prearaketierM4dlp. 01071x467OYe O� NE�y.. \ 6)Refer to glyder(s)for tress to truss connections. 7)Provide mechanical connection(by others)of truss to beating plate capable of wNrtendln 144 lb uplift at Joint I end 209 lb uplift at :'��i JoIMO. ,4 04. use O 6)Thte trues Is designed In accordance with the 2006 IMMnatlonal Building Code section 2306.1 end referenced standard ANSI/PI 1. 0) � LOADCABE(B) Standard /* 4 �;1 111111 ,� -.` c. .®de► • b 086111 AR�Ff8810Nr the September 17,2( AIVN ABO• 6 Frt adS_bflOMmNM NDSWAI SIMILI�11�0BFA0/�-Tsn611ON1Bla nrad rave at wee wnnearx Thede/pn b based only upon promotion thown,and k for on lndMdual building component. A billy of dedgn and proper toapaalbn a component a rerpondbilly err buitlwe dnlgnr-col 9/r dfgna.endn0 clown I lateral nesse mama one.Additional Mmporay bracing to Inca tlabay during mnbuctbn Is the npaMblty of the erecter Add _ckliklye oval dructin Ittphe raponotilyof trhhe buuildiinngg adeeebdnor.For general guidance regadng 1 in MBilrre/Yee�ky Ie tl:6kNielsrinlle 912AW'nala.VA 4. OMdFaN rba alanbn,NNOO 27q Job ma nun Type Ow Ply 64 Lumber-Orenstan 56666076 512031 303 Jack-Closed Truss I 11��1�pppy�9le�� Cyvanor Corp Plm ,M01 . 7.2 � 171601:26 2012 Page t IDgeornad YDM601DAOOalCdbcoPRW seppfnNMOE0tp CONNL9OYJPgWt 1.0-0 3-1.2 2-0.10 . 11 444�i 344 II tale•1:36.2 D E 4kr�I 10.00 12 us Q C 347 i B sis I HO 1.6r4 II 344 z 446 I _Ha 044 1d b Pisa O6W.1%V1• le:a3.5M-1.81 1 LOADING(pa, SPACING 2-0-0 CBI DEFL in (loo) Udall IJd PLATES GRIP TCLL 3e.6 Plates Increase 1.16 TC 0.42 Vert(LL) -0,00 I >999 360 MT20 157/144 (Ground Snow•60.0) Lumbar Inarasee 1.16 BC 0.21 VMt(TL) -0.01 I sag 240 TCDL 10.0 Rep Stress Mot NO WB 0.16 Hors(TL) -0.00 H na Ns B DL 1a,0 Cod. IBC2006/tPI2002 (Manx) _ and(LL) 0.01 H-I >999 240 WNrly®Gr11�.14,410 ' LIMBER BRACING TOP CHORD 2%4 SPF No.2 TOP CHORD Structural wood eaaakig directly sppded or 6-0-0 a punka except SOT CHORD 2%4 SPF No.2 end verticals. WEBS 2%4 SPF No.2 BOT CHORD Riga oiling direly.pplled or 600 a bracing. Wilk recommends that Stabilize, red be installed during trues oration,In e. Bu 3 3 8Yi IMall.tlan aide. REACTIONS (IbNW) J•459/0.64 (min,0.1.6),Hcson45danlal Max HoraJ•446(LC 5) Max tomu-135(LC 4),H•-266(LC 6) Max 0rsvJ•e24(LC 5),H•542(LC 5) FORCES (lb)-Maximum CompwedNMeximum Tension TOP CHORD BJ•-7644152,�A-B•G126,�B-C�.•�.-66peves,C-D•-224/66,O-E•-66/120,E-F•0/0,E-H•-159/120 BOT CHORD I-J..V**t 121 WEBS B-l•0/297,C-1-46/34,C-H•-41Ii NOTES 1)Wind:ASCE 7-06;BOmph;TCDLMApaW BCDL•6.0pst M26ft;Cat.II;Exp C;enclosed;C-C Ewrlor(2);andisve loft and right exposed;end vertical Un and right exposed;Lumber DOL•1.33 plate grip DOL•1.33 2)TCLL ASCE 7-06;Pp•60.0 pet(ground ancw);P1 36,5 ESN(flat roof Ina);Category II;tip C;Paa6 CM1.1,Lu 6000 3)Unbalanced snow trade have bean amOwed for this design, 4)This truss has ban designed for greater of min roof live load of 20.0 pal or 2.00 times fiat roof load of 36.6 pat on overhangs nonanarrelt with other live loads. 5)Provide adequate dretrinya�gga to prevent water panding. e) has tea. 7)Provl • n n)of area a baring plea capable of withstanding 135 lb uplift M pint J and 266 lb uplift N r V. �!suA=,.YES\ Joint H. .1 R -�v U 6)TMs truss a designed In accordance with the 2006 ImematlaN Budding Code wean 2306.1 and referenced et.nderd ANSI?PI 1. ,a/A. _err �r .� Q" W LOAD CASE(S) Sanded (7*-1:4' ,�•� • sA o� September 17,21 0lgnvoa@•wonlywith a..rece.rdMt kNWfoGNptr/.IQB'CL`ilESnlineW /BF7onent. tin n veld bua aparallet oonnealm.capcdeity otbn al co ponant nparam ll rA building� 1i nee Drool sho A rll aaeupn poromNex andRMproMpMx�l a Addiinlmmporay unxngmlllNalob*tyddipnxr5lnot llue oeriener.cool shown Jrectr.Aa_al permanent brood ottybhe Postal the reaoroiwly of rya building Odoegnnarn.�VQ.lr6fol r57L] k r 3 ti tc a6Bi.a llaosat iglite mit ri34re A Hn , A }5!'0.a a uw.W Y it ldrnen,NC YRL',erection and bradn0,consult 515'Mundelein Road Job Truss Truss Typo Ob Pr 64 Lumber•OrsongNn —_ £6666076 112031 JO6 Jaali-Claud Truss 2 1 Job Rstsmabatloba0 Clyrnor Corp,Palmer,MA 01069 7.260 a0 2621 MITW Industries.Inc. Mon Sep 171501:262012 Pogo 1 IDg80mMdF dCAb•oaPRIuXIa7pfANOEatyuwCOE 9de_AMV7yugcVI 1-24 140 624 Bole•1:40.1 16x4 II D C 1000 12 3413 A a (1 - --- -._ O FE 1.6x4 I I 4x6 LOADING(p.f) SPACING 2-0-0 CSI DEFL In (be) Weft Lid PLATES GRIP TCLL 38.6 PMes Increase 1.15 TC or Vert(LL) 0.00 0 "" 380 MT20 197/144 (G oun& W 5O O) Lumber Increase 1.15 BC 0.22 Vert(TL) -0.10 F4 2680 240 ECLL OA Rep MU Inor NO *B 0.08 Hors(TL) 4,00 F rife ne BCOL to Code IBC2006/TP12002 (M.OIOn fE ) 0.00 0 n's 240 Wlalght 32 b FT•20% LUMBER BRACING TOP CHORD 2 X4 8PF No.2 TOP CHORD Structural wood sheeting directly applied or 2-4-4 oe purlYU, exact SOT CHORD 2X48PF No.2 MSS 2 X4 SP?No.2 ellAlteinKisterallIM applied or 8414 a bracing. MITek recommends that Stabilizers end required eon bracing be balled during that erection,In aaaordenoe with Sandler Inebriation auks. _. RUCTIONS (blslse) 0.46010.68 (min.0.14),F•3608Asdrninl Max Hors0•460(LC 6) Max UplfO•-131(LC 4),Fs-209(LC 5) FORCES (lb)-Madmum Compression! AIMUMNIMIPS0111 TOP CHORD B-0•-402/186,A4•0/126,B-Ce264/137,C-D•-17/0,C-F.-2971266 DOT CHORD F-G•-49910,E-F•010 WEBS B-F•0/367 NOTES 1)Wnd:ASCE 7-05;OOmph;TCDL•4.Spt BCDL•6.0pst,h•261t;Cat II;Exp C;enclosed;C-C Exerior(2);cantilever left and right erg0eed;end venial eft•r1tripd Lum�b�erp�L 1.33 plate grip DOL•1.33 2)TCLL:ASCE 7-05 Pg•M.11MF(�Gttomeief(flat roof Snow);Category II;Ewes C;PeNally FJtp.;Cto1.1 3)Untalented snow loads have been considered for this design. 4)Tree Wes hes been designed for greeter of Mn roof live load of 14.0 pet or 2.00 times Bat roof lad of 38.6 pet on overhangs nonoonamMwith other live lade. 8)Refer r to truss connections. 6)Prot a fd Wes notion(by others)of trues to bearing plate apace of wtiMending 191 lb uplift MOM 0 and 250 lb uplift at joint F, 7)This trues Is designed In eoordance with the 2006 international Building Code Section 2306.1 and referenced senderd ANSIRPI 1. QF Ew LOADCARE(S) Standard �� N1 y.. n tt L 1 . j. k \s V V ' A-ropl?88wok A yYMY• September 17,2( r Y°Wfin bnl/sn Welt Anneaka. hit deign I bad anti upon parame ea iV*,V#PfIndMdud building component. r A d canon pporra nnrerlere•and proper lnerparolbn at component Y rrpondblty at building designee not truedWpnet boo mown Y lateral p Individual webneman anti.Additional temporary bracing to bare buil Mobley dumia'�aYilad(moma�om 61 the radar.A permanent of the overall drudun Y the mpondary of the building Mobley gnr. er pu n • e raYdaan,quality coMmladkamge�tleNrw.erection and bradna,consult ��daftex aWfend ea gang gnome Neeeunddb need �Il aialdg Y b felN lwS a 1 nala V ' holi-14 winning NW 6tlnYen,N027922 Job That has Type Oly Ply 84 Lumber-Greenstein E8088079 812031 JOSGIR JeaCawed Truss 1 2 Job Gana adana Cannot Corp,Pala MA 01088 160. 26 2011 INTO Industries,Ina Mon 8p 171001:27 2012 Pape t ID:g8Q S*laa947 ig/DYetlaM MORMT5TprmtZaE(YFMNHBJYdv. i Zee i 034 I 240 344 t.ao/ toss•1:401 D C r 1000 12 4x5 4. B Aip 3x8 ci, l��__ H 0 FE 2x4 II 7d ° 418= 241 s2-s I a6.0 3u Ptsts 01etl.fX.Vt: Its OSa 0-S 01 LOADING(pet) SPACING 240 CBI DEFL In (hoe) UM Lid PLATES GRIP TCLL 38.6 Pete increase 1.15 TC 0.16 Vert(LL) -003 F-0 >'080 380 MT20 167/143 (Ground '% Lumber lfnlaa��MeBe 1.15 BC 0.70 V.rt(TL) -005 F-0 .666 240 TCDL 10.0 Reg Btrs='0403-( 0914 0.38 Hart(TL) 0.00 F rile Ns BCLL 0.0 Code 1B62008/TP12002 (Matrix) Wind(LL) 0.01 F-0 .660 240 BCDL 1 10 Weight 741b FT•20% LUMBER BRACING TOP CHORD 2 X 4 8PF No.2 TOP CHORD Stfl 1tVMwatleg directly applied or 6.0.0 cc purling, except BOT CHORD 2 X 58PF 1560F 1.6E endv.rtah. WEBS 2 X4 SP?No.2 DOT CHORD Rigid ceiling dewily method or 10-0-0 cc Miming. REACTIONS (1bWa) H•2450/0-6.8 (min.0-1-16),F•27831M.dhanlcel Max HortH-416(LC 5) Max UpNB(•322(LC 4),F•-613(LC 5) FORCES 5b)-Maximum CampnabMdalmum Tension 'y TOP CHORD Adis-2824/360,A-0-2763/376,B-Ca-1 ' 0 li�.�176 BOT CHORD 0-H•36432,lLIM76/M66,Fd•-47t'2000,E-F•0/0 WEBS A-0•-256/2247,B-0•401/3064,B-F•-2 8 117/5 1 1 NOTES 1)2-ply truss to be connected togrhsc meow(0.131k3")nails a follows: Top chords connected a follows:2 X 4.1 row at 0.40 co Bottom chords domect.d a follows:2 X���� 221�vpvA��tM Q3-0 ca. WYbe as acted a follows:2 X 4.1 Rt185l�'6ES, 1 Ce 2)Al loads we Considered equally applied to all plia,except If noted a front(F)or back(B)face In the LOAD CASE(S)section.Ply to 3)Wind:ASCE � 60mph;TCDL•4.ep*�BCDDLL•ten. pet loads h•26 Cat II; xp(C(B),unless CAE erlor(r(2)Indicated. M NrY eased;.ad vertical lee sad right exposed;Lumber DOL•1.33 pets grip DOL•1.33 4)TCLL:ASCE 7-06;Pt•50.0 per(ground WOW);P0-35.6 p.1(flat roof snow);Category II;Exp C;Partially Exp.;Ct 1.1 3)Unbalanced snow loads have ban doaklwrsd for this design. 5)Refer to GOWN fir tua to buss connections 7)Prorloe met anlal oonnsdbn(by others)of l 1qp apaflwtMSndnq 322 lb uplift at)ant H and 1113 lb uplift at 4(G O��k. )ohm F. 8)TNe truss a designed h accordance with the 2000 IntsrnadorW Bulking Code moon 2306.1 and referenced standard ANSI/TPI 1. 6)Hr158r(s))or Sac moatlon devloe(s)shall be provided sufficient to support concentrated load(s)2660 lb down and 266 lb up at v.G it L 1 0 v MQ* • 2-4-12,.nd fl 2621b up at 44-12 CO bottom chord. The design a lecan of such connection dale($)4 the * k 7 reepoalbNa of otters. • •-titi% LOAD CABNN Standard '♦ / �,� 1)Snow Limiter Iareaa.1,16,Pee Inoraae•1.I6 Uniform Voce- ee N0% Vend A�67,C-0•47,E-Hs `\� , . � v Continued cm page 2 0FESS%0Nr y!�Yss yy September 17,20 raid hAYersand krrIncearatbnofcamNun ros porrhnoewamaebrner•ntInesOsioner l� ho°wnfr•�r A up SAGA�ama pfaprl anti A bnalempaMM racpgrWaaabblIty nocnrgfMUY theme mown eeclor.Adllondp I'neb anti. *uclur atb.temporary bracing tbsuldhg d aun?. or gamawidance orx erector. ap4manenlbls.d albeowatw,aursYlMrtlpamtlMyaiMWldhwGynr. general guidance L ®142 •e®sr abnadan,quay control Waage. reaben,'OS Wang,malt aft 3t/rNtrytry awn•M sat 141MM enema r �i/Mvehlttrrarrar .1 kill mt AY nano,VA 41nA1.tCaWeaMd Y1N5. 3Id ibn sR/� JoD truss - .Truss Typo Cty Ply 84lumber•Greenstein 811�1 JOSOIR E8888072 Jeatr•Cl0uee True 1 Crywnor Cap.Peimr,MA 01088 2 Jas Rri nnn/tctly al 7.40 e 7 701'1 rr n Inc. o e 1718:01:272012 Paget I0:08OmMdFY eIZe�YFoNNSJyelVe LOAD CASS(S) Standard CananVeted Weds(lb) Vert 0a-2690(F)la-1623(F) • d A n•galwa a Wudeeenly with MT$ nectn.ine deem a bawd only upon parameters shown.and a bran udMduel bulSn ' amba o oTOlalbn or component mray bac ppoono insure e Wag un conduction action dal�w� 11 A phmlwppa1a nd po onb.Addlbnol wmpoay btchb to lvy of W nobility dal conduthen a tM ws a tM erector.A permanent brewing of be meal timbre a the rapaabtty of lid building I weafne n alba:a onn,quoly c=Mg storage.dainty,aeelon and bracing,COMIA I Ides comma manle ■CW=geliirr1e n ilsofeeMeNda fisee , wale.enee 4k le I Youndakle Ras S PC 27012 Job Trues Trues Type Oty Ply 64 Lumber•Greenstein B120�r411e(TrJt4� JedrCloud Truss 2 1 ammo Job Reference rnossnen Opener Corp,Pelmet MA 01066 7.260 a Aug 262011 MITA InduAw,Inc. Mon Sep 1716:01:27 2012 Pep Ti as ID:060mM0 2;VVEM600 0021CdW72g4DYeyistte tRN76Tp>dg27 ONOINNSJyelVe 1-0- b 3.774►ice 1 4B1 1.9/ H D sae•421.4 C 0.00 1�2 IIII 6.6 0 B q to ■ r 1 _ A EIS ∎, F 0 ea=E 1.6M II I �7.e I LOADING SPACING 2-0-0 CBI DEL In TOLL 36.6 (it) Lied Lid PLATES GRIP /I (0round enow•60.0) Lure Inmate 1.16 TC 0.32 Vrt(LL) 0.00 0 "" 360 M��r /1M TCDL 10,0 Lumber Increase 1.16 BC 0.07 Vert(TL) -0.01 F-0 tell 240 BCLL 0.0 Rep Stress Mrs NO WO 0.04 Hrz(TL) -0.00 F N� Na SCOL 10.0 Code IBC2006RPI2002 (Math) Wind(LL) 0.00 0 "" 240 Weight 16 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPE No.2 TOP CHORD Structural wood shnting directly tippled or 3.7.6 a purlla, nowt BOT CHORD 2X4SPF No.2 and verticals. WEBS 2 X 4 SPF No.2 DOT CHORD Rigid calling directly applied or 10-0-0 a bracing. MlTek recommends Mat __re__ _rEgyrtid ant be I:tbt&d during huge II IMO lahllatlon 6uWe. REACTIONS (Ibises) 0•317/066 (min.0.14),F•201MIabhnlo l Max Hor20•249(LC 5) Max Upag0•-1130.0 4),F••146(LC 6) FORCES (lb)•Maximum Comprwelonealadmum Tension TOP CHORD B•0•-2661132.MB•Wttt,&C•-119/69,C-D•-16/0,C-F .163/121 BOT CHORD F-0••232/0,E•F•0/0 WEBS B•F•-0MS6 NOTES 1)Wnt MC x1.06;OnInat•4Apsh BCDL•6.0psP,h•26ft Cat.II;Exp C;enclosed;C-C Exhrlor(2);centimes left end right exposes; and vertical left and right exposed;Lumber DOL•1.33 plate grip DOL•1.33 2)TOLL:ASCE 746;Pp 50,0 pal(ground snow);Pt•16.6 pet(flat roof snow);Category II;Exp C;Prdsly Exp.;Ct•t.1 �los*ja bean oohs of mi for this design. le s other five loads. 3)Rehr to girder(*)for truss to bun connections 6)Provide mechanical connection(by others)of truss h bearing plate ap■bls of ttending 113 lb uplift at Joint 0 and 14611 uplift at Joint F. t,.�,.�.. _Y_ 7)Mil truce Is de SeS ih Sb2okiMIWdnl Sdct .w..cteMeoitiii it araallIfihni •.0?wn �� r 0c LOAD CAINE) Standard �P��� 0 ,rC, �� 'r/.3 ' \ I Co •®bl� A 08611 !p oFE881oN*v September 17,2( Awales-ere aboympnreM..aeawNDTESgIIIIMA DINCL DIDIET [RIMtNCSF19BMANEAfEUSE n void as use 5Mboenn p Week connects'. design based yupanproneUr shown,and Individual bulldog amnpaneM�n�hnt .A bYh ear parameters and p .r Inco Adtbn atcomponent o of bulling designer not true Y tar blend tu rt of MdNbt ore. temporary tracing tth ben dgWly during c n uca Is the Addd permanent brad NryfPhM overall structure 4/M e rerpondbey allM building dgnv For bxuml ♦� e Sabraeon,quality wnirot dotage ,mow and bream,consult awrr �e�6r l ilel Wne S Ile Reed YA6rrerd iixn Job Twos Tan Typo Oy Ply 84 Lower-Orw ile 812�®lr4• "(XYJ146 Jwk-Clow6 Truss 1 1 E0618011 Cywna Cap,Paw,MA 01066 Jos 1%1i•"w r••'bn•l1 7.280 a Aug 262011 MITeh Indw6teh,Inc Mon 8,817 1110127 2012 Pup 1 -1-7.3 ID18041 ____VrJ601DA00eICEb,{7eg4DyalyRk y„pXrRNT6TA1Tr.27pp1tynNNBJytlV, 1 14-3 424 1.W4 II D awn 1:20.0 C I 6.26 ini 326 Is B A II eon r ar , ►mot 1 .A F 0 Os 16x4 II � E I _42.0 I 42.6_ LOADING(PSg SPACING 2-04 CSI DEPL In (la) Mill Ltd PuTEt PH TOLL snav631.5 Pietas Imam 1.15 TC 0.72 V6rt(LL) 0.00 0 380 MT ►O-6�/ k 02603Y TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vol(TL) -0.02 F-0 ne06 240 BCLL 0.0 Rep area Ina NO WE 0,04 Hors(TL) -0.00 F N� Ng RCM •10.0 Code IBC200V TPI2002 (Matrix) Wlnd(LL) 0.00 0 "14 240 WYight 20 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF Nat TOP CHORD SWdaui wood•heahl a SOT CHORD 2 X 4 OPP Nat end wn:aid nD directly appalled a 4.2-0 oo Plelels. except WEBS 2 X 4 SPF Nat BOT CHORD Rigid ceiling directly epplld or 10-0.0cc bre dg MITek recommends that w�BReu Ybe Installed during truss en� REACTIONS (bless) 04427A•7•14 (min.0.141),F•212IMedwnlad Installation dupe. Max HasG•250(LC 5) Max UpE10-1IS(LC 4),F4•120(LC 5) Max OrayG•440(LC 6),F•213(LC 1) FORCES (lb)•Maximum CampnsaloNMe2lmum Tension STOOP C4HORDD B-0-41122/110e,A•B•0/140,B-C4•102/46,C-D••12110,C-F4•1701107 W1� -48 167E&F•WO NOTES 1)Wnd:ASCE 7.06;90mph;TCDL44Apf;BCDL•8.0psr,h•2Sft Cat II;tip C;enclose;C-C Exlerlar(2);andenr left and right wooed;end vertical tat and right wpoud;Lumber DOL-1.33 plate grip DOL41.33 2)TCLL:ASCE 7-06;Pg•60.0 pp��ff�((gprand • g gef at roof snow);Category II;Exp C;Partially Exp.;Ct41.1 3)Unbalanced snow loads havAb 4)The buss has been designed for gcsn of min roof We load of 17.5 pa or 2.00 dmw flat roof bad of 35.6 pen on overhangs noramnanrem with other Ws loads. 5)Refer to girders)for buss to buss connections. I)Provide mechanical 0axndtlon(by others)of truss to Wining pies capable of withstanding 168 lb uplift a)oint O and 120 lb urlw►rrrr 7)This gun Is designed In accordance with the 2005Irlternata t Building Code section 2306.1 and nferencad SSW ANSVTPI 1. ��OF NEW y LOAD CASE(S) Sta lard y'�P s��p.(''��4i�,09 * 4L "1 � ( c• T®0AGO r ap 09611E S.ptsmbsr 17,2( ATAIR 310.Fatlydayar..xW--_dAEgDnON3pA1JVIMINIO STIR • O0WWppn valid tot use on with MR conneetat fhb design b band an upon An/�OA�T415I. �' { koblay of design pde,a...any N Pon naomMw Hewn an I. Is for lateral NixonaS*1ue1 web memwn on Addtonojartpomnf xMpg to insuWbulbs 11 wwla.A N fthero racing lewruldngdubnw. wnnueMa uIdan o gar ing PwnnMmblodlly Wen awaNndbrad MrapandbaN aloe bW4Wp dMl6nw.Tar6enwa16uldonp regarding 1 GI �faaleWbn,duallyaaonnhhol,stwxnagef,dewwy,recto and bads),orun 1 ���5w:1211413 and gal Wing Compass* +` fllLar>lfrilr•wrY lerrar�.�1i 1 N 7hwt`5'�Ihy��awa6rAL6Carr - Y1t11). 61wej,ip,,�♦ 0E0 0! Jon Truss Truces Typo CIO Ply 64 Lumber-Orun.Wn B12031 JOB ROOM Juk-Cloud Inns I 1 Job R6lsonu toalanen Cyvaner Cap,Palmer,MA 01066 7.250 a Aug 25 2011 MITA Industries,Inc Mon Sep 1716:01:262012 Page 1 ID:g6OMMFYDWBVPoM6OIDACIOCCdb•YBIICI22Thk3N1 n0dktradTImx6E64kaR6vycla 3-7-0 I 3-7-0 1.5x4 II C Bois.125.4 6 10.00 12 3x0 4 A 4 M a. a L■ta-a® a ®T lea o Cl E F 416 a0 2w4 II I b7' I 3d- LOADING(ph .PACING 2-0-0 CBI DBFL In l --. ----- TCLL no gm) Well 300 MTATBB GRIP (Ground Snow•50.0) Litt r Increase 1.15 IC 011 Vet(TL) -0,04 E-F >510 240 MT20 1071144 TCDL 10.0 Lumber lrxxeaea 1.16 BC 011 Vert(TL) -0.06 E-F >616 240 BCLL 0.0 Rep Stress'nor NO WS 0.04 Hal(TL) -0.00 _SL► ye .COL ACC Cods IBC2006?P12002 (Babb() Wnd(LL) 0.02 -F > 240 ®E %light 20 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 8PF No.2 TOP CHORD Structural wood sheathing directly applied or 3.7-0 a pins, except BOT CHORD 2 X 0 8PF 2100F 1.5E end verticals. WEBS 2 X 4 SPF No.2 SOT CHORD Rigid ailing directly applied or 6-2-1 a bracing. MITek rsoommand'that • .raring be InsWNd during that erection,In accordance with Stabilizer Installation ousts. REACTION. (Ibhls) F•1091/0.5.5 (min.0-14),E•1036/Msohanlal Max HortF•263(LC 6) Max Up1II F•-173(LC 4),E•-316(LC 5) FORCES (ID)-Maximum Compremlon/Msximum Tension TOP CHORD A-F0-1 A.-.8.�,15�1/7_9 B-C1-06 7 ,a-E•-151/166 BOT CHORD F-a(�e,ar1�a®aMsoW WEBS A-E•-0/204 NOTES 1)NMd:ASCE 7-05;90mph;TCDL• •Spa BCDL•6.Opst,1w26ft;Cat II;Exp C;enclosed;C-C Extsrla(2);cantilever left and right apasd;and venial left and right succeed;Limber DOL-1.33 pits grip DOL•1.33 2)TCLL:ASCE 7.06;Pr 50.0 paf(ground snow);Pf•35.6 paf(bet roof slow);Category II;Exp C;Partially Exp.;Ct="1111 rttrtl 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for buss to truss connections. 5)Provide mechanical confliction(by others)of bona to bearing plate capable of withstanding 173 lb uplift at joint F ea 316 lb uplift at joint E. 6)This buss Is designed In accordance with Ihe 2006 Intimations'Building Cods demon 2306.1 and reformed 18111.410811 •®tr 7)Hanger(s)or other oanemon device(s)shall be provided sufficient to support concentrated lad(s))1724 lb down and 251 lb up at N 1-7-12 on bottom chord. The deag&ealaotlon of audl connection device(s)la the responsibiliy of others. 5)In the LOAD CASE(s)se men,wed.a pplladm the haau,.buss wna.dea6ent(F)or ba�k(B). OF Ep►�yr LOAD CANpNAti L`1►•Avn yP w��R.u'a1� ��`. 1)!nom Lumber lnareaaa l.16,Plata Inoreaas•1.1S QJ- Unlfom Lads(pie Vert 413•-97,B-C•47,D-F•-20 Concentrated Lads(lb) Vert:O•-1724(B) • ,,•-±±:_ W \�t 0 @6119 �,�/? ORE8810NA� September 17,2( 0 AMO)r•Meam6 with Mask Camecble b M wnAFllaraapgssawM» grit DDaatYaa only el acor. oldtlgeNen and pIheneapaabnolaoerespol k rsspof the bon bub6q designer /, L Is for bloat rvppal of lMYkuatweb flora.Addlbnol temporary owing to Inumdo061yd camnacnon lost moond of the actor. dMbno permanent oge,de WNrawwon and broklM rxpamanyofnN' regarding k e falakanen,)scaly control storage,a ..erection and badwf,come pan a lastly INenaean awxbble from true MINA.all N.tae Meet,Suite VI A domed ale swan Mad Eamkn,MC 27te2 Job Truu Truss Type 0y Ply 84 Lumber.Oreenelsln E8588083 612031 JOG Jedl.Cloeed Inns 1 1 At Retare me taoICn$B Cbunor Corp Pens,MA 01060 7260 a Aug 26 2011 MITsk Induselee,Ind. Mon Sp 1716:01:28 2012 Pegs 1 IO:GBOmMBF4-1.2 kM801DA007ICdb•YBXCI7 mIk3NIOCIOM_KhtleaL884YyR8ylyWr I- 31.1 I 414 I 814 44.2 C D Sale•1x248 244 II • 826 12 B °AI 4114I ErA F 0 ha _E tam I I I 411 I 4.14 LOLL LOADING 3a.a SPACING 2-0-0 CBI DEFL In (byISt V4 °V•0E*!S GRIP TCLL „ 38. Plates Increase 1.16 TC 0.71 Vun(LL) 000 0 "" 380 MT20 107/144 TCDL 0.0) Lumber Increase 1.16 BC 0.00 Ven(TL) -0,02 F-0 x000 240 aCLL 0.0 Rep Stress Ina NO WS 0.08 Hon(TL) -0.00 F We rife {COL 100 Coda IBC2006RPI2002 (Matrix) NAnd(LL) 0.00 0 "" 240 Weight 20 lb FT•20% LUMBER ER BRACING TOP CHORD 2 X 6 SW 1860F 1.6E 1 TOP CHORD S4ut lral wood sheathing directly applied or 4-1-2 cc purikis, except BOT CHORD 2X48PF No.2 end verticals. WEBS 2 X 4 SPF No.2 607 CHORD Rigid rang directly spoiled or 100-0 oo bracing. MITek recommends diMIMIEMIEStini erasing be loWlled during bun erection,in acrrdenos with Stsbaur InetaltaWn auld.. RUCTIONS (IWsir) 0.83410.66 (mkn.0-14),F•126AMedtanla l Max Hor20•322(LC a) Max Upaq•260(LC 4),P -164(LC 6) Max OrwG•626(LC 8),F•126(LC 1) FORCES (lb)-Maximum Co mum�T���0geeIIgg1n1 TOP CHORD 6067801311,A-B•0 R�E,f.W12A,C-F•-821170 BOT CHORD F-0•-2840,E-F•010 WEBS B-F•-0/262 NOTES 1)Wind:ASCE 7.06;00mph;TCDL•4.6pfY BCDL•13.0peF,h•261t;Cat II;Exp C;gnawed;C-C Extsrlor(2);cantilever leR and right exposed;end vertical left and right exposed;Lumber DOL•I.33 plate grip DOL•1.33 2)TCLL•ASCE 7-06;Pg•60.0 pat(ground snow);Pf•30 pef(cat roof nth .1260ASft06;f Mlp.;Ct•1.1 3)Unbelenoed snow loads have been Considered for tin design. 4)This trues has been dulgned for greater of min roof IS Iced of 17.8 pef or 2.00 times hat roof load of 36.6 pet on overhangs non-conoumnt with other Ilex loads. 6)Refer to glrder(s)for buss lo boss connections. 6)Provide mechanical connection(by others)of truss I U1k4 CllsbieOJII&BWAl O%4IMINI rctaIIIfl irM'd f•vi(vvI • a -- Oaf• John F. 7)This truss Is designed In socordenr with IM 2006 International Building Code wagon 2308.1 end referenced standard ANSI/171 1, �,,�� ��k LOAD CASE) Standard /y�P s1'F R'Lq�ir0,9�\ .. Cat well, . \N S p 086111 g0FF88)o*sr September 17,2( OGiw?oab • awjemecere n6ABn 1 based 1x21=A/Sr lb1AMUFfnent. B/OBB ka 1 Mrrkad connect iNdnlpnx at co upon Is of eers-nott Wdu building gracing �L pobNFim Addil aaanponenik ing to Insure al "GtlWgnr-naMrs Wmrespomile)mowe e tetrad .al of IwM1MmMvera Mixturpstmpapo bognoroeulm Sgnerpeanrnuctgiton re rsga ,g of the recta. a owlron and boxing oniutdbay of Me bqulkelthr Glide D11149 For 9111141101 GM land Cempe r i e Italy Samosa available from buss Na Indl8u4211 N.Lee Sheet,Sulfa3 ,Af4 Ww1Mb.VA malt tNWfene eCllWNne crooned 8leawrallr Rose Edenton,NC 2711111 Job Truss Trrss Type Oy Ply 84 Lumber-Greenstein 812031 PBOt E6888064 wggybeck Thai 7 1 Clyrrar Corp,Pinar,MA 01068 Jab Reference raaar.n 7lHsv 11aC MITM Intl uWke,In4. Man Bap 1116:0118 2012 Pepe¶ IO:p80rM1aFYDIH6Vk GGMKEBtWR 1hOdk8Jt?d7JgtLu61yR6gyCW 46d y64 Sala•11207 444 r- C PI to V 0 H T B - —■ _ - - _. OE Iri F tea= 2M= 1ArM II I i-10e I 6106 LOADING bah SPACING 2-0-0 CBI DEFL In (be) Udell Ud PLATES GRIP TCLL 88.6 Plebs Increase 1.15 TC 0.44 Vert(LL) -GAO E Nr 120 M720 1971144 (Ground Brlow•60.0) Lumber Increase 1.16 BC 0.10 Vsrt(TL) 0.00 E rift 120 TCDL 10.0 Rep Stan Into NO WB 0.05 Ha=(TL) 0.00 D nh in BCLL 0,0 Code IBC20087rPIltifM fr (Mang Weight 23 lb FT•20% LUMEBR BRACING -_ -- -- --. TOP CHORD 2 X 4 SPF Nat TOP CHORD Structural wood sheath! ueraatly applled or 6-0-0 tic purling. BOT CHORD 2 X 4 SPF Nat BOT CHORD RlgId ailing dlBatJ&p$t&104-0 co bracing. OTHERS 2 X 4 SPF No.2 MITM recommends that&at ors and required noes bracing be Installed during this anatlon,In accordance with Stabiliser iatellabco ouida. REACTIONS (Iblelee) 6•254/7+10 (Mn.0-1.6),D•284/7+10 (min.0.1.8),F•351/7+10 (Mn.0.1-0) Mot Mari B•6(LC 4) Max UplNIB-96(LC 4),D•48(LC 6),F-21(LC 4) FORCES (lb)-Maximum Comp MM-Tension TOP CHORD A-B•0/37,B-0m-139/46,C-11•33164,C-H-33/66,D-H--18W47,D-E•0/37 DOT CHORD B-F•0/47,D-F•0147 WEBS C-F•-289/76 NOTES 1)W1nd:ASCE 7-08;90mph;TCDL•4.8p*,BCDL•6.0pa;h•26fl;Cat.II;Exp C;enclosed;CC ExtMor(2);cantilever left and right expagd; I leR and rrJJppMM expand.,Lumber COL-1.33 plate grip COL-1.33 2)TCLL: 40.0 piE(gsaid snow);PM6,6 pa(flat roof snow);Category II;Exp C;Puberty Exp.;Ct•1.1 3)Unbalanced snow loads have been considered for this design. 4)Thus buss ha been designed for grater of Mn roof live lad of 18.0 pa or 2.00 times flat roof load of 98,6 pat on ovarhuge non-concurrent with other rho loads, ea ea 5)Gable requires continuous bottom chord boa•,R rflrr 5)Provide meoiasaa connection(by Man)of bur to baring plate capable of wl hstenang 96 lb uplift it Joint B,69 lb uplift at Joint D and 21 lb uplift st Joint F. eee In one �Co rlbin lt ntdbuinl ) e grind Industry Piggyback nun Connection Drell consult qualified p W ati � Y LOAD CASE(S) Standard * , . 7r at`/ N -,OFE8810Nik September 17,20 A n valet for use � deign parameters rmawM connectors. nYbec Oayup wrangles of boding edgnn-nd Ira design component. 11 kw A adabne MIA Welt Oonpm q�IMA6anga/ponrwwran1gles own, y dea6nx-nollrvn dnl0n•r.maaw_ananent. motor. der dk•Ment red ma inkies nyener. or general tin Ylbe of lea motor.Add Pntro+mmbmtln of Me awadnMae Yewrapordblhy of ebultlwa oeWnr.brgndal Witanu npoidnp t Y ��krentibO1" r er a.eeseed►r _ XVIbc1/, �o Job Tess Tan TypF I-sC y Cr Qty Ply 84 Lumbar-Greenstein E6688086 1312031 PB02 Piggyback True 1 1 Jag Rein radlonan Oryvwr Cap,Palmer MA 01069 7.260 s Aug 262011 Mink Indusin,Inc. Mon Sp/718:01:292012 Pegs ID:g6OmMdFVOMMAtM801DAOO=ICdb•ON6.W.B82BEr?pH9VTALONEMhuBX66B6.NF8paq 1 -1 604 104 gar•1:112 4x4= 4x4= 0 K 5.03 12 �1 li L g B r r EF yWl A ri r r �� H 0 an = 1.6x4 1I y1�p�1b411 2x4 = 1 g41� a��r I 'DING SPACING 2-0-0 CBI DEPL in L n TCLL 36.6 Plates Increase 1.15 TC 0.62 V ( ) Vdni �0 M720 �r�N 1►�A� (around Snow•60,O) Lumber Inaeue 1,15 BC 0.05 V�� 0.02 F nth 120 MT70 197/144 TCDL 10.0 Rep Stress Inor NO WE 0.04 Ho s�(TL) 0.00 E Ws 1nh BCLL 0.0 SCDL 10 0 Code 1BC20061r1212002 (Matrix) WNght 24 b FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 680 a purling, SOT CHORD 2 X 4 8PF No.2 BOT CHORD Rigid ceiling dim*applied or 1080 op bracing. WEBS 2 X 4 8PF No.2 Wok recommends that Stablt a and required dou bracing be Installed during bur erection,In adoordsnie I.0°r 8G Installation Guide. JJ REACTIONS (Neisa) B•241/7410 (Mn.0.2.3),E•241/7.4-10 (min.0-24),H•234/7410 (min.0-2-3),(3•234!7810 (mil.0-2-3) Mu HorsB•S(LC 4) Max UplIBB•-M(LC 4),E-66(LC 5),H•-32(LC 4),O•-33(LC 4) Max OrevB•366(LC 12),E•3S8(LC 12),H•307(LC 12),01•30T(LC 12) FORCES (Ib)-My t3 C�Ml0-413 ,Cahn TOP CHORD A 7, I-JM7136,C-J--3/73,C-062/60,G0-3/73,K-L•41/36,E-L•-160!32,E-F•0/37 SOT CHORD B-H•0/34,G-H•0/62,E-O•W34 WEBS C-H•-209111,D-O0-269162 NOTES 1)Wind:ASCE 7-05;90mph;TCDL84.5pi BCDL•e.opM,h•25*CN.II;Exp C;enrypyl000geadd•CJ:rat an0lewr left and right exposed;and vertical left end right exposed;Lumber DOL•1.33 pleb grip DOPIr' S Ire-r 2)TCLL:ASCE 7-0S;Pg•60.0 per(ground row);Ph36.6 psi(sat roof en°Aq;Category 11;Exp C;ParOaly Exp.;01.1.1,Lu•60-0.0 3)Unbalenad snow load'have burl considered for this design. 4)This buss hr bean assigned for enter of ten roof Ile load of 1e.0 pat or 2.00 6mm fiat roof load of 36.6 pet on overhangs non-concurrent Mb other fie loads. 5)Provide misquote dY MMIt wed posing. 8)Gable requires continuous bottom chord bearing. 7)Provide mechanics!connection(by others)calms s to baring plate capable of w6Mhndng 64 lb uplift r)olM B,86 lb uplift at OM E, - - - 32 b up1M at joint H and 33 lb uplift at)oint 0. /`- Of Nett L, 8)This his b designed In aadanos with the 2006 InbmaOad Building Cods section 2306.1 and Mect1klrsa®Ia ein®x4 812 Ye /4. "- 9)Sea Standard Industry Piggyback Truss Conneala Drell for Conneo8m to base truss a applable,or consult gut building P F1.L,,� O •,. designer. 7, , &$i)F�,l`� LOAD CASE(6) Standard h i �'�.. `9 /.. caa X86111 ," 90FE8810N* September 17,20 A Voadalsa d11M0 sw GN2ISYQpQ,80�!!=ling�0/l/ge allOTIYORB UNA YDWpnn valid for we onk WM W connected.nectar.TM oar bare glyypa Yidhldur buWw9 eampenrt. AOprvrhy admen aarmrrn and proper kROrpwlbn al earnatWer .now ire designer.roalpp AOwn k Ia Weal ruoporla InWldual web members only Additional temporary Pacing to Insure rlablBy ctd eanrkuakon I the respond:Ally of the recta. d permanent buds alM avowal ruature I the rrporWahy of the butting dmpnr.Far general guidon regading e laaaotlon,ovally confront enlace. erect=and kq conwN 1 borer 7e1 Hbf broths 'AL.l . a-at ad sal wrsr common inn N 271132 r on �ewlsr°f�yyrlZ.r°r.. eti.r .yrwird SA1.80acrrrar9Fr crmr,HCnas Joao Toss Tau Type Oly Ply 84 Lumber.Granssln 812031 Tat Playback Ba Truss 3 1 E00588088 a Jab RaraWla trruasil Clywrar Corp,Pane,MA 01089 7.280 a Aug 262011 MRN Indiana,Ina Mon Sop 1716:01:282012 Papa ID:BBOmMdFYDWMEM601DNXIMCdbONaVraB8 28 2600491 2Y00 n1M8YBMTN6aNFBycan -. - r_ __ - _•_ - -___ - __ -.__,- _ _ 7.4-- 611.12 464 464 611.12 74-4 -Jib ► 7410 M718148 go IaaN••1:74. ea 12 7110 M711N8O J$4 = P`0 E O `F 317 4. . / i/ 1 R C / ` 0 Q M08 �41 Q B S H jQQ 8011: i __ _- _. \m1111 IQ 0 N M L K J 64= 1A4 I I 6x6= 64= 1.64 II 6A= I 744 I 1434 I 23.14 I 20.14 3744 I 744 6.11.72 �L., 6104_ 611.12 744 Plate Mats Of n: 18:04.2 0.141JD•Od4.0.1.12).rP•01-8,0 7 721 � 4Bl7Y ri_.a �,o4 01.IM•0.342.04-01 LOADING(WQ 36,6 SPACING 244-0 C81 DBFL In (loo) Neil LAI Pot Q��lelpp (Ground Snow•00,0) Plates Increase 1.15 TC 0.94 Vert(LL) -0.14 K•L >999 a w��n r)17 h44 TCDL 10.0 Lumber increase 1.15 BC 0.97 Vert(TL) -0.37 L-M Meg 240 MT10H8 197/144 15CLL 0,0 Rep Sawa Ina NO we 0.72 Hors(TL) 0.18 J No rah BCDL A0.0 Cede IBC2006RPI2002 (Matrix) Wind(LL) 0.07 L >999 240 Weight 193 lb FT•20% LUMEN BMCWO TOP CHORD 2 X 4 8PF No.2 TOP CHORD Structural wood sheathing directly applied or 24-14 on purilns, except BOT CHORD 2 X 4 8PF No.2 end ve teeia, WEBS 2 X 4 8PF No.2'Except BOT CHORD Rigid ceiling directly applied or 101-0 a brn8ng. A 0,IJ:2 X 0 SPF No.2 WEBS I Row s mid fl fl ,,l,E-M,E-L,H-L,B-0,H-J MITel recommends that Stabilizers Lid required cross bracing be installed during MIN erection,in mordant*WI Stabilizer Jnatellalan guide - REACTIONS (NelN) O•21e0/Meorunlal,J•2180/0-6l (min,014) Max HOr20••42(LC 4) Max Upl1110•342(LC 4),J•-342(LC 5) FORCES (lb)•Maximum mum Tension A•B TOP CHORD ••1081/3� MJt� iti 8,0.Po-2076/621,D E•-1802/607,E-02-1691/607,F-0••1892/607, F•R••2113/s21,G•R•4281/803,0-HE-2451,47,H-1•-10611331,A-0•-124/275,14•-82A/275 BOT CHORD N-0•422/2306,MAE-322/2305,L4E-1139/1951,K4.•-320/2306,J-K-320/2305 JL►0-00 b WEBS B-N40/120,8-M=-64N216,0.M'-73/762,E-M•.476/79,E-L•-606/164,F-L•-74/776,H-Le540/216,H-K•0/12, 0 11-04-2023/195,144•4023/195 NOTES 1)Wind:ASCE 7-06;90mph;TCDLa4.Sp.P,BCDI• .OpN,he25A;Cat II;Exp C;enclosed;C-C Exledor(2);cantilever left and right exposed; and weal IS end right apsed;Lumber DOL-1.33 plate grip DOL•1.33 �� 2)TCLL ASCE 746;Pp•50.0 pat(ground snow);Pf•386 pat(Mat roof snow);Category II;Exp C;Parally Exp.;CYO,I,Lu Mt•114j ►Sat° P 0- Lu right•114.4 3)Unbalanced snow fads have been considered for this deign. 4)All plates re MT20 plaid unless of eme'indicated. E 6) The Fabrication Tolerance at Wet D•4%,JWMF•4% �F NEW 8)Refrtoglydr(s)for bNsto trues connections. n 7)Bearing of r a iurha$)J considers parallel to grain value using ANSVTPI 1 angle to gnM formula. Building designer should verify aStyrrr \ 8)Proves mechanical tonnedlon(by others)of bus to baring pieta capable of withstanding 342 lb uplift s)oint O and 34210 uplift M <Ita en Joint J. 9)This has is designed in accordance with the 2008 international BulltliInngp_�C�ade section 230,1 and referenced standard AN81/rPI 1. • 10)The loading on this Muss ha been modified to reflect the roof prof*,M Pe located 1-84 from Joint 1 and hiss slope of -Si / 8,000 on the left and-8,000 on the right. \Nei/ LOAD CASEIp BMMx4rd � , _ OFE881004 September 17,2( 0SAIRINA-Vettd r reewresnapII MON2NI8YO8NX,tS DMIK MFRS=Meere4MOABtit role frur only PM Pam aennaloa to deepn Y flora only upon parameters shown,and Y bran nCMdua bulking oonponenl. 1 h�il ee �Irr and NCarpaatbn of component I rrponcbby of Puking tlapnr•not hum dagnr,rag shown Y ions Iweb mamba only.Addhbnol lempaay bracing to Inoue Massy doting 0Oahocian Y the respersbuly of the elector.A a permanent brades�=Neeib.metal involute Y lye rapomaxlty oh the bgoa-cg ddesiranFar generoi Multlar� a leTl My rota NON Irxmulb 281 .tee nSMr Sue 3�ntlAa,VA 27914.'Long pp SCSI e515 senw27W IT r Job Truss Than Type Oy Ply 84 Lumbar-Oraeatan eletti Oar•VOLTVAZO Plggybeok Bose nut 6 1 E660ea7 ilitersnat Clywnor Cap,Paint.MA 01060 7.260 s Aug 2� iontionell uarse,Inc. Mon Sep 1716:0w302012 Page I ID:g0mMdFY0H6NkMB01DA0021CdbUYgFpOMJ60_07th o62MMfpbpJglbwryclVp 744 411.12 444 464 601.13 741 7x10 MT16H6 G Sued••1:750 80) 13 7410 MT1 ®0'r•O LY■ 344 0 0 ER F 347 t C / .. % • `. ° sea � �H qy w II se II A/ qq P 0 N M L K Eta = 1144 II id = 648 Job Truss True Type 0b Ply 84 Lumbr-Orenetein 812031 T03 SOWS Truss 1 I E0666068 Clever Corp,New,MA 01080 7.250 e J 26R�MITsk Inaetie,Inc. Mon Sp 1716:01:312012 Pape 1 ID480mMdFY08iBe4180 KwbERlReal9CPe ldetWACgJSCOPLUItecNo 22.12 460 041 6H _- 67.12 - _ - Op 459 = Baia•1:62.3 0 8.30 Ili 347 Q 0 • E 3m4 4 ' /41 C3 C F 647=64= A \_ N N L K 1 i-. 2x4 II _ 4x4 = a 344= gel 34d = 1 2-12 1 10611 I 16113 I 2020 I 29.12 tree 310]0 ]221] Pile Offsets rX It n04-0.0401 TCLL 966 c 200 CSI DEM. In (roc) Well L/d PLATES ONN#O1r�#? TCUUnd Snow•6005 Plats Increase 1.16 TC OAS Vert(LL) -0.01 L-M >9O 380 MT20 107/144 TCDL 10.0 Lumber'norms 1.15 BC 0.79 Vert(TL) -0,29 hl >egg 240 BOLL 0.0 Rep Stress Inc NO WB 0.66 Harz(TL) 0.08 I rVit tae BCDL 10,0 _ Cod. IBC200S/rPI2002 (Matrix) Nind(LL) 0.03 1.-31 >909 240 Weight 126 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2'Excepts TOP CHORD Structural wood sheathing directly applied or 3-3.300 punka, except B-D:2 X 4 SPF 2100E 1.6E end verticals, SOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling directly applied or 10.0-0 cc broths. WEBS 2 X 4SPF No.2'Swept WEBS 1 Row at mldpt Fri 04:2 X 8 SPF No.2 MITek recommends that Stabilizers.11111101MPINIkisscing be Installed during truss er•dkn,In accordance with Stabilizer let,auld . REACTIONS (lb/size) N•14911/Madiasod,I-1121/0-64i (mat.0-2-0) Max Hors N•-162(LC 4) Max UpIIBN•239(LC 4),I•490(LC 6) Max GrayN•17M(LC 12),l•1e21(LC 1) FORCER (lb)-Maximum ConpneslnlMalmum Te�Ipn TOP CHORD A-N•-1740/206,A-13--1535/206,B�•pA testi,ca.-1oW tUtA 360,D-E•-1341/377,E-F•-1629/348, F-0•-663/169,0-H•0/110,0.1•-009/232 BOT CHORD M-N•OH77,L-M•145/1620,K-L•O/1119,J-00/11141,IJ•-150h1447 WEBS A-M•-24212273,B-M•43S0/264.041•-267/73,C-0,495/223,D-L•-1131529,DJ•-104/676,FJo-4B6/236, F-$-11251193 NOTES ��JLL'' 1)end:ASCE 7-06;90mph;TCDL 4.Spat BCDL•O.Opef,h•26sp4SA SC; �(4;6a3ai ear left and right wooed;and vertical left and right expend;Lumber OOL•1.33 pieta grip DO -1.33 2)TCLL:ASCE 7-05;Pg•60.0 pet(ground snow);Pf•36.6 pal(bat roof mow);Category II;Exp C;Paddy Exp.;Ce1.1,Lu•6000 3)Undimmed snow loads have been for 1phh1t� 4)This true he Wm deigned for grastUl �l Opd or 2.00 time fiat roof load of 38.6 pef on wrongs nr>anoumnt with other INe load.. ,4(�, w)-. 6)Provide adequate drakMgs to prewntwWr pomp. 6)Refer to girder(s)for tors to buss connections. 7)Provide mechanical anneotia(by others)of truss to bearing plate orals of withstanding 230 lb uplift at Joint N and 290 lb uplift at WMI • *a rGiANNOM121111111046Kburos with the 20081ntamatbnd Building Cods section 2306.1 and referenced standard ANSI/TPI 1. _r ',/� "..� S LOAD CASE($) 89/9/680 C') •/��:' �yl W A°FE88to s, September 17,2( Dp1pIp1mn void fix ur one with rats*connectors.the deign a bred only upon parameters drown,and b tor on Indl rent, 1121111111 ApWmbaty or deign parameter and propxmcrprolbn of component a npoMdlly of bulking drlanr•no n shown Is Weal support a I web nermboe one,Addional temporary coring to Insure stately dwlno coneelon bibs responsibility of the rector.Ad permanent tramp of me overall muehw a the rnpondbllly a l Fr genera guidance regarding tabdealbn,quoin;contralorWdefray,erection and dep,consult 14f wM•CAI Wio dampen"'�1sM►r, YYbeN"irY> I ee �ee„1 n 4 YAL9C.WaA••e"4 kit e6deran Peel Job Trues Inn Type City Pty 84 Lumber-Oreemgln E66660es 112031 TOe Comma Trues 1 1 Cyvsnor Corp,Palmer,MA 01089 7.280 a A g 2620 Industries,i stlas,Ina Mon Sp 17 1St:31 2012 Pegs I ID:060mMcIFYDIHMA41801DAO0NCdbrymCKwaRJRyue6CPaYM IFWAEWMLO4PLUKnoln . —_ _ • , 6.7.12 0-4-4-4 d e+4 617.12 y6 407 a Buie•161.4 C emu 3A . 4x14 M `'.0 4x4 J B E axe II 6ee�l A J \D I� L K J I H 3✓8= 3x4= 31l4= 344= Ed= H•3 I 1461 e.6 — i 11 17413 I 11-0-0 TLC LD t 385 SPACING 2-0-0 CBI DEFL In Coo) UIMI Ltd PLATES GRIP (Ground 8naev6O0) Plata In nen 1.16 TC 0,gp � Stijl?) -0.06 I-K '999 360 MT20 107/144 TCDL 10.0 Lumber Inaresee 1.15 54.et�ee� a -0,23 I-K '999 240 BCLL 0.0 Rep Stress not NO WI 0.37 Hoar!.)) 0.08 H NO me BCDL 10.0 Coda IBC2006RPI2002 (Mend Wind(LL) 0.04 1-1( '999 240 Weight 122 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly"168841112131kailaatielept BCT CHORD 2 X 4 8PF No.2 and verticals. WEBS 2 X4 8PF No.2*Except' BOT CHORD Rigid ceiling directly applied ot 10-0-0 co bracing. A-L,F-H:2 X 6 8PF No.2 WEBS 1 Row at mldpt B-L,E-H MITel=amends that Stabilizers and required arose bracing be Installed during buss erection,In accordance with Stabilizer Installation cubs. REACTIONS (lWsise) L•1491/Mechanicel,H•1616/0.6.8 (mln.624) Mot MIR• X72 LC 1�,«14twSe a) Poems (lb)-Mearnum Compraeionllladmum Ta colon TOP CHORD A-B•-671/242,S-M•-1727/363,C-M -1668/414,C-D•-1663/414,D-E•-1722/363,E-F•-786/236,F-0•0/119, A-L -700t211,F-H -7731236 BOT CHORD K-L•-146/1461,J-140/1047,1-l4/1047,141•-141/1463 WEBS C-1•737/67e,E-I•-490/247,C-(•-136699,&K•-513/246,B-L•-1144/116,E-H.-1209/Vflfl r NOTES 1)VMnd:ASCE 7-05;90mph;TCDL•4.epsf,BCOLM.Opst;h•261;Cat.II;EKp C;enclosed;C-C Extedor(2);antltewr left and right exposed;end vets:1 Ieft and right exposed;Lumber DOL•1.33 pate grip DOL•1.33 2) PI• ;Category II;Fop C;Partially Exp.;C•11 Unbalanced mow beds have bean con •• • a 4)THe bun has been designed for greater of mIn roof live load of 16.0 pie or 2.00 times flat roof load of 380 pet on overhangs non concurrent with other live bads. 6)Refer to(*dais)far bun to truss connections. _ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift et pint L and 290 lb uplift at - - - � M.�wwr — NEpy 7)This truss Is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSVTPI 1. /4P 'F R,'Lqg„��w\ LOAD CASB(S) Standard y �/ -Y7�' \d N "' i O , .A9OFEastoN''F? September 17,2( pp sawrr®A6nwlyf aBg BPAW M 9w DeSn valid for wee wan aes.The Is only upon parameters shown.and Y loo • ya ^A nbn yofp neon pl b of omp g od bulking eslonV Mw Yfno Al N -1 web fand.Additional nperuyb cin to Insure nobles duning mnm YMnrpadi Wme v erector. of i m nent a ig lMt ov era n anlais Iponeltda .w general guidance �TL Iakdaa query contra tone,a «.canadeadedconrvn A,{ awrasKm wades e.mP.nere dy rase aotea from from Plc Institute. al N.lee Street suite 312,4 A 1. eu eowpxtlehW 6bnbn,NC 27922 Job Inn Trues Type Oly Pty 84 Lumber-OrasnNan 512031 Vol E1668000 VSsy True 1 1 Job RNrmr.te0llonell ClClymer Corp,Palmer,r,MA 01024 7.200e Aug 26 2011 Meek Industries,Ina Man Sep 1716:01:32 2012 Pegs 1 ID:gSOmMEFYDIHIPAtME NDA00aICdb•Rymibto3D 18/180tl30ATe0%Wlhgen424WyeNn _.. _. . 6410 6410 ate = Oak•t:362 C V.' i000 fir I J 1.644 II 1844 II B 0 I A .,,„ Al.,. __ ..,,,,v,, 364 4% H 0 F 3n4 LW II Len II 1.64 H _t>7,3 I LOADING(pan 86.5 SPACING 2-0-0 CBI DEFL In (loc) Udell Lid PLATES GRIP (Ground Snow-50.0) Pintas Innate 1.15 Tc 0.33 Vert(LL) n/a - No 999 MT20 107/144 Innate TCDL 10.0 Lutist Inae 1.15 BC 0.06 vi�{?nj) Ne • Ns 999 BCLL 0.0 Rep Stress Ina NO WO 0,14 Hon/IVIENII E Ns n/a BCD 10. Cods IBC200e/rW2002 (Matt* WYlpht 44 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPP No.2 TOP CHORD Sbuabbal wood sheathing directly spelled or 6.60 oo purling. BOT CHORD 2X 4 SPF No,2 BOT CHORD Rigid belling directly applied or 160-0 oc bracing. OTHERS 2 X 4 SPF No.2 Mbe IT etek w md s b othas at eSrt.adbilolsn,n In ea la oatrdul ps s wR r1®3 8 83x tlllatlon OVlde. REACTIONS (IWNae) A-147/13-74 (Mn.624),E•147/13-74 (min.624),0-374/13-7-3 (min.0-24),H•414/13-7.3 (Mn.0-24), 4•414/13-74 (min.0-24) mu UpISIH•-16e(LC 4),F•-16e(LC 4) Max OravA•147(LC 1),E•147(LC 1),0•374(LC 1),H•451(LC 2),F•451(LC 3) FORCEr mum Tension TOP CHORD A-B•-142/30,B-•-212/S9,C-I•41/1 12,CJ•-911112,DJ•-212/99,D-E•-142/90 BOT CHORD A-H•070,(3-H•0770,F 4300/70,E-P•0/70 WEBS C-0•-292/6,B-H•-371/203,D-F•-3775/203 NOTES 1)YNnd:ASCE 745; • DL•4 CDL.6.0mt,h•2611;Cat II;Exp C;enclosed;C-C E%tarlor(2);cantilever lid end right wooed;end ye 1r,,Lumber DOL•1.33 pen Orly DOL•I.33 2)TCLL:ASCE 746;Pg•60,0 pat(ground Snow);PI.3e.6 pet(flat roof mow);Category II;Exp C;Partially Exp.;Mall 3)Unbalanced snow beds have been considered for tiro design. 4)Gable requires continuous bottom dbrd lowing. 5)Provide mechanical connection(by others)of bum to baring plate capable IldelliiThetletailigratiblMIH and loo lb uplift it Joint F. 6)TNs eves is designed In.000rdenos with the 2006 International Building Code motion 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ,: (U Of NE&p - to i \tb 086111 �i °FESStOlP September 17,20 I 0WINOS•VOl tdmhearaalaed8dMIMOTseuriI sDK/La ♦7BSafBtg,PlQi�•7M7eWORntea rowed atesign6p'.nt..ogre ,, Y benmponenIrromelenahawaard I lran!-not bus ddbin can nMo I 1. e A awdon paanren and awmponeniYmponddlyatobity ueeenr•npt tuts them.lrocN maws Y bled sewn oflndndual web mem- one. • to - - bra 0tosbts*,bledurnobmMfclbn►merepaad'Ram. reefer.Addgend permanent brads albe- • I la Yteleatbn,query control storage. roaib on• . .^.,-.7 it l me bulking designee. genraloukbnunCompo e Idly fdwmdMn available kern taw Pie SI N.lee' ,lute 31 At Ka4M and lCp Owing Component Me Mndale Peed Eednbn,NC 271102 Job INN Trust Typo ON PM 34 Lumber-Gcaenstan 312031 V02 GABLE 1 1 E6655091 Job Rrre !rich%,Cl yru Corp,Pelmet,MA OaM 7.250 a Aug 252011 Mt Ina, Man Bop 1716:01:322012 Page 1 IO:0BOmMdFYDIMGAtM601DA00�im]ilaWiGATeTw50WY3421W0331 62-6 3x4 a San.•1;20.4 C BB 1Qa irCEM II H 1 tics II e D - F I � C A E 25x4 2.54 ‘:- 1.5:a II tem II 104413 104.5 Plata OEMs DLYk IC:Q•2-0,Edal LOADINO(W9 SPACING 2-0-0 051 DEN. In TCLL 83.6 Ow) Nee Lid PLATED GRIP (Ground 6044 Plates Increase 1,16 TC 0.17 Vert(LL) rata - rah 999 MT20 1971144 TCDL 10.0 Lumber imam 1,15 BC 0,11 Vert(TL) fed Na 909 TCLL 0.0 Rep Stress lnr•r�r•P,e1♦Qfm,pyL Hor2(TL) 0.00 E rata Na BCDL 109 _ Code ISC2008/TPI2002 (Matrix) Weight 31 lb FT•2076 LIAM BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 60-0~en n•,Q@ 01 SOT CHORD 2X4SPF No.2 BOT CHORD Rigid selegdIrscy applied r 10-04cc OTHERS 2 X 4 SPF No.2 brabilre MITek feamnsnds that Stabilisers and required emu bracing be Installed during truss ereolbn,In ambabinim wI h SIabillar REACTIONS (lb/sin) A•202110-4-13 (Mn.61.12),E•202110.4.13 (Iran.0-1-12),0.359/10+13 (min,0.1.12),IF.35E/10-4-13 (min.0-1.12) Max Upltl2•-123(LC 4A•f,9nkwgl11tJ))1. Max GrsvA•202(LC 1),E•202(LC 1),0•376(LC 2),F• 75(LC 3) FORCES (b)-Maximum CompneabNM udmum Tenon TOP CHORD A-B•-1920,1341m-190/40,C-M•-160441,Cd•160/51,Doi1-190/40,D-E•-19210 SOT CHORD *4-0/103,F-0•0/103,E-F•0/103 WEBS 13-0•283/157,D-F--213/157 NOTES 1)Win:ASCE 7-06;90mph;TCDL•4,Spf BCOL•6,0pet h•25k Cat.II;Exp C;snollienlISMIBISWEISiBeit and right exposed;and brad left and tight exposed;Lumber DOL•1.33 plate grip DOL•1.33 2)TCLL:ASCE 7-05;Pp 50.0 pet(pound snow);P1/4305 pat(eat mot snow);Category II;Exp C;Parlay Exp.;Ct•1.1 3)Unbalanced arrow loads have been considered for this design. 4)Gable requires continuous chord bearing. 3)Proytea meet al (by odp9)of has to bearing plate capable of wthatanding 123 lb uplift at Joint 0 and 123 lb M N OM F. NW (I)This use is designed In accordance with the 2006 International Building Coda section 2303.1 and referenced standard ANSI/7E9 1. LOADCAS!(S) Standard 44°F "It h. x 44. �iC Frhf� • ti �"%opE8810N*S� September 17,2( 0 Design void for use only with Miat connecters.the*spa bass only upon pe omelen thawn,and WAIRVIUMBuydbg component. •b9ty of noon parameters and proper In wporatbn of component M rrpemlgty of bullring dearer-not hum dadpna..Bracing shown Is frlaterrtu mina buolweb nwnbrl only.AdWlonal temporary tracing to aewa stabmy dunrr�Ipp condry�eN of the recta.A I permanent brod,i of the overall tincture the respanebry of the building dOWhp�nr,rorgene NbnaMOn.4uaih storage,Met yrraryalub*yMI NbrlWestretsi AN R7MIb,VA 24174:wI-Dad g m /aFrI Ssr*eeesulets eS street suite 12 aS31eaM 6 ge EdSNody need ateee..draFx umbra NC 2701111 Job Tess Inns Type Oe Pe 64 Lumber-Oreeneteln 512031 V03 Volley True' 1 1 E6666092 Clymer Cap,Palmer,MA Ot0ea Job Atlererrae ienilenen 7.2601 262011 Irak IM 1,Inc. Men asp 1715:01:32 2012 Pepe 1 ID:9SOmMdFYDIH 2VIk0d3GAT•0XdAOuga1342eNyclVn 67.3 — - 3-74.- 4x4 ° Bode•1.21.0 B 1000 E /,6111111L. C A r - _ - —S- -_ a ■ 2q 0 a 2 1.644 II 24,4'4. 7.24 Ua LOADING IPSO SPACING 2-0.0 Cel DEPL In TOLL 35.6 (he) Ytle6 99 PLATES GRIP (end Snow•60.0) Pates Incases 1.16 TC 0.33 Verna) nre • Na IN 1020 197/144 TCDL 10.0 Lunar Increase 1.16 BC 0 OS ��V��M�_�TTLy)_�_��_Ih - Mt 999 SCLL 0.0 Rap Stress Ina NO WrawiYf s 41BAR)I��B c n/a n/a ECM 10 0 Code IBC2006RP12002 (Matr6d — Waiphb 21 lb FT•20% LUBBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Stnwturl wood sheathing dl reo • a �•0p� pu 446 SOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ailing directly applied or 1�1°f pC!prl.� OTHERS 2 X4 SPF No.2 �r MITek/commends that StabB2ers and required ape bracing be Instated during truss motion,In accordance with Stabiliser REACTIONS Instillation auk*(Elelze) M220I7.24 (min.0.14),C•220/7.24 (Mn.0.14),D•306/744 (min.0.14) Max up11RM47(LC 4),C•417(LC 4),D-11(LC 4) FORCES (e)•Madmum r 6 admmn Tension TOP CHORD A-E•- m 9,13-Fu-26/49,C-F-144/41 BOT CHORD A-D•0/49,C-0•0/49 WEBS B-D.-226/65 NOM 1)Wnd;ASCE 7-06;OOmph;TCDL•4.Spef,BCDL•6.OpeM h•26t;Cat II;Exp C;enclosed;C-C ElMnor(2);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL•1.33 plate qAp DOL 133 3)U Ln eW ASCE OW loads have popl�Ia this design. roof Sill) Exp C;Partially Exp.;ct•1.1 4)able requires continuous bottom chord bearing. I)Provide mechenloal 0onneabn(by others)of Inas to bearing piata capable of wtMtaeding 67 lb uplift etjdnt A,67 lb uplift at joint C end 11 lb uplift at joint D. 6)This truss Is designed in accordance with the 200 MAtallblifedleirdell&rla ins 2306.1 and referenced Nanderd ANSIITPI 1. LOAD CASE(S) Standard •(ffi \h. Z'e/ A �f- .4 \% 0@611'1 �I 09OFESSION* Mj ,� rY♦ September 17,2( �o•ipd au Sn//raM/Mtl4»m•e14a.Tnx4MlpnYlwutlone upon paorrehnshown,al bulking an not Wm building aper..Bralysm. � AYIe bit" ppprtof •M YnNpen/WnyabWW4p dNpn4x•noflrvr dapper.Metln_p tgWn•a bracing the Insure stabile during repeal,' ereaer.A permanent harm of the ovoid,structure Y the r. or general Ytance hSllon,9uoleCMM respem6lMyatM buYtlingdWpmryVrea,�a0�l�n�n♦a4��W3�llpne+regarxnp k 4 1 Man vials t iaN.><•ru linne.<®�1►�X ��������( Job Ton Trues Type ON Ply w Lumber•Oreenekdn 612031 VO4r l nvvvv!vd 1 1 E86e0093 Job Rtlerwr tmOmen Cimino/Corp,Palmer,MA 01C410 7.260•Aug 262011 MITeklndue$r,Inc. Mon Sep 1718:01:332012 Pap1 IDBSOmMOPYDIN11WoM8010AO021Cdle W k6UWhNlpg7&eNReVpBI112E7L06400gmMn 780 2-00 - - -- 03x4 = prle.1:11.6 AL .oIr4 a1►•®c1► „ c ZM', 24 S∎ 460 Pleb O6.Me tX Y1• IB•62-0 Edt*1 4440 LOAD81O(pi) SPACING 2.40 CSI DEFL In TCLL 386 (kx0 Ude Ltd PLATES GRIP (Ground Snow•(10.0) Plata increase 1.16 TO 0.08 Vert(LL) mid - nit 999 MT20 107/144 TCOL 10.0 Lumber increase 1.16 BC 0.09 VrgTL) nit - lea Opp BCLL 0.0 Rep Stress moor NO WB 0.00 Horx(TL) 0.00 C nh We ECM 10.0 Cede IBC2008/7PI2002 (Matrix) r 100M1M# 91-ne Alight LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sbudural wood sheath d pu BOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling dl pi or 10 applied bracing. nla. pkl rIp erectly applied or 10-0-0 t*bracing. :7 laIaelk lab rtletiocarod m umWa y wn n D and rbeq•u ired w cIrM ow Bb bbraiding braiding ltner g dur zipir Js e REACTIONS (Ibhlae) A•18714.40 (Mn.0-1-0),C•18714-0-0 (min.0-1-8) ar Mu UpIIM•-30(LC 4),C -30(LC 4) FORCES (lb)-Minimum Compnalorand rm Tension TOP CHORD A-B•`181M9,B-0.-161/40 BOT CHORD A-C--4/93 NOTES 1)Wind:ASCE 7-06; TC L•4 ape,,BCDL�•� is �h�•rr Cat II.Ex C;enclosed.C-C cantilever left rat 2)TCLL'ABCs 7-0 a�L�11Q�11®,�serOrrr ssyvvv vv nvinnovirv�nY 3)Unbalanced snow loads hew considered�Phds.�n6at mad snow);Category II;Exp C;Partially Exp.;Ch1.1 lids 4)Gable requires continuous bosom chord beefing. •a6� LL ® 5)Provide medallion connection(by others)rt ue.b bearing plate capable of wit hndiTp ft udfdt MAC'S A and 30 lb uplift at Joint C. 6)This truss Is designed In accordant*with de 2008 International Building Cods section 2308,1 and referenced sanded ANSVrP11. LOAD CAMS) Standard Op NEW ,k R.LAee/r09�, * tc ,• , a JAI/ obpq 0@611'1 *4i'' OFE8840N September 17,2C 0DDrr11IppIU1Bao•nmatprei err.adASSmomW1IMAMPORmrowIF3=rWSWI SPABBr1.74nScatsr,BB Aplmrehw losIgn pppoonro nppoippewrr,�baby annont Premren'hewn,kind tor on MMthub bulking component. Afar Meal napped or MdMdohrob nwmbn on k.Adrtienallemponer Pooh.to Imyr odgypdrg co•nomku. tie miplost.*o Mown N Parory eiaoele to eaub Podgy coats mnenerbnYlM rrPannrexeryrlM motet,A Wprm*MnlbmdnapdlMawxr roof r.77aod•clod guidance �rabnmrbn.WOky aankalefrope,delwry,enrbn 21WM 3 , 4 we•x see SCSI Ming Canprur OPrWarIiei.YfFAl000lbNe MMkule.2etoo ftlirrirrube BAN traterraweedy HR ellMbn,N027a5u Job Tines Truss Type OM Pty 84 Lumbar-Onensain EMISOI4 812031 X01 Volley Mao 1 1 Job Rsimlnatoolionan armor Corp,Palmer,MA 01060 7.260 a Aug 25 2011 MR4k Indwblea,Inc..Mon Sp 1716:01:22 2012 Page 1 ID:gSOmMdFVDIH5VkMBOIDAOOsICdbv9X OLHOWHIw7BMW/s16gB•9_2U7LMOSMOrytWm 61141 6.118 1.0x/ II Bah'ar-i C r 10.00 12 F ism e A 'Idl -1°.: • v 2x4i E 0 1.614 II 1.6N II 5.114 6112 LOADING(Pa° SPACING 2-0-0 CSI DEPL in (be) Wad Ud PLATES GRIP TCLL 38.6 Plates Increase 1,16 TC 0.41 Vert(LL) era - era 999 MT20 197/144 (Ground Snowe60.0) Lumbar Increase 1.16 BC 0.07 VM(TL) era - nh 0 TOOL 10.0 RpSlnaeIna NO WE 0.06 Haz(TL) 0.00 D OP*�TY•OS41YE� BCLL 0.0 Code IBC2000ITPI2002 (Matrix) Weight 21 lb FT•20% BCD) 100 __ LUMBER BRACING TOP CHORD 2 X 4 8PF No.2 TOP CHORD Structural wood sheathing directly applied or 5-114 cc puin, apt SOT CHORD 2 X 4 8PF No.2 and verticals. WEBS 2 X 4 8PF No.2 SOT CHORD Rigid ailing directly applied or 10-0-0 oe bracing. OTHERS 2 X 4 8PE No.2 MITek reoommends that Stabilizers and n 4AlM�ltbYfl?01 be Installed during truss erection,In. rGnoe with Saba Insulation guide. REACTIONS (Ibhae) A-1416-11.5 (min.0.14),D0183/5.114 (min.0.1.8),EM8416.114 (min.0-14) Max HoraA•328(LC 6) Max UpNM•-22(LC 2),D•-137(LC 6),E•-220(LC 6) Max GravA•228(LC 6),D•211(LC 2),EM83(LC 2) FORCES (to)-Maximum Compression/Maximum Tent°!°Y•OBY•®c TOP CHORD A-S -360/109,B-F•-170/46,C-F•-16M86,CA•-17W76B BOT CHORD A-E•-81/95,D-E•-S1/96 WEBS B-E-404/267 NOTES 1)Wnd:ASCE 7-05;90mph;TCDL•4.Sper,BCDL•O.0ps,h•26R Cat II;Exp C;enclosed;C-C Extenor(2);cantilever left and right exposed;and serosel IM and right exposed;Lumber DOL-1.33 plate grip DOL-1.33 2)TOLL;ASCE 7-06;Pg•60.0 psf(ground V4* 014.11Miglinow);Category II;Exp C;Partially Exp.;Ct•1.1 3)Unbalanced slow loads have bean considered for Na design. 4)Gstas requires continuous bottom chord baring. 6)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 22 lb uplift at Joint A,137 lb uptM again( D and 220 lb u J E. 8)This buss a wl®Ne 2006 International Building Cede section 2300.1 and referenced standard ANSIRPI 1. LOAD CASES) Sandard K pr NEW y-.. \sir o/ V° 066111 Qr'r! September 17,20 0iSM11eBY0-►.w+eri/pa{....JnadR ADJlpI 0R111MA ORIGLINMO EIfirSP 2111lBEgma+r911Er9GB t n void arms onto wth • wmeaan.The degn b baedponenon Pommel=shown.of hulking ind blaon-WMdual Wading combo A bmya deign ppra�l and nimbu onh. not tom .Y•OYO h kdwal support of Individual nNrrienonllo Aadlbn It the iolmweingdap construction kihe iaperWbWy the erector.Adduaycontiwanl WNn oallona¢M k the mpenddlNypflbbu2cbg dapper. u Seely ,gvoM control dao0e Ivry,erection and bade consul 12,Al .i p„rlr UPI Al,Di g Iehly available from Wm File lmNMM 211 N.lee MN,Sulfa 312, VA UPI lye Edenton,NC 7)) '-w i� °-YYY'� Inon,N021nS Job Truss Trues Typo Pty Pb 84 Lumber-OnmWM sull.0 •VOafO WMy Tiers 1 1 mamas Clyvwr Corp,P o l a r,MA 01068 7.260 s Aug 262011 MRM MduW W,Ina. Mee Bp 171601:33 2012 Ppo 1 ID,BBOmMIWYDIH6VkMB01DA0021C b4AK6LHAiWMp7B1sWAM 4BZ3 187LgagbOrydVm 1.644 II B Sal •17.4 moo 12 D A ■ ■ sMal J�l sal P.Leseamatatase seilIB��.. C � 4 1.64 II [rn�Be8eee 41-6 I LDAMl(s C11"“ PAC1a1O 2-0-0 CBI DUI In (bc) Vda6 Lid PLATES GRIP TCLL 36.6 Pins Increase 1.16 IC 0.47 Vert(LL) nh - nh 999 MT20 1871144 (Ground Snow460.0) Lumber Inner 1.16 BC 0.08 Vert(TL) nh - nh 880 TCDL 10.0 Rep kw Ina NO WB 0.00 Hors(TL) 0.00 C Si nn BOLL 0.0 Cod. IBC2006RP12002 (Mahn Weight 14 0 FT•20% BCDL _0.0 LUMBER BRACING TOP CHORD 2 X 4 441111.6V. o t Y•An TOP CHORD Structural wood sheathing directly applied or 4-44 a purilns, eat BOT CHORD 2%4 BPF No.2 and verticals. WEBS 2%4 SPF No.2 BOT CHORD Rigid ailing directly applied or 10-0.0 oo bracing. MITek reoaanais that Stabilizers and rewind Grose bracing be installed during truss eredbn,In accordance with ShMllnr Installation ouis. REACT VS(1 MA422314.4$ (Mn.0-14),C4223/4.4.6 (min.0.14) Max HorzA•233(LC 6) Max Up1M•-42(LC 4),C-143(LC 5) Max GnvA•226(LC 2),C4236(LC 2) FORCES (0)-Maximum Co mprse lot%ladnum Tension TOP CHORD A-D•-18110,S-D•-14618,B-C•-1861166 BOT CHORD A-C -43/6B NOTES 1)Wbd:ASCE 7-06;Oomph;TCDLM.epsr,BCDL•B.Opat M26B;Cat II;Exp C;•ncbnYSURSIVISOS,Weiseam and right weed;and verbal left and right exposed;Lumber DOL41.33 plan grip DOL41.33 2)TCLL'ASCE 7-06;Pg•60.0 pal(ground snow);Pf436.6 pal(flit roof snow);Category II;Exp C;P•r0aly Exp.;Chit1 3)Unbalanced ender loads have been oonsldend for this design. 4)Gable squires continuous bottom chord bearing. 6)Provkte nom f X(by Ginn)of buss to bearing pleb capable of wOtetanding 42 lb uplift at joint A and 143 lb uplM at Joint C. 6)Ms buss Is dealgnW In accordance with the 2006 International Building Code sdion 2306,1 and refinanced standard ANSItPI 1. LOAD Call) Standard pF NEK;Y_ * 4j 9 - h'n , ( cry y®o4Qr d O86111 v� AA�FE88101* September 17,2( O WWI*•VsS lit Solo saterlon alIASD MDT=ea33MPAMDDO .a aES icon as II void W, .one WM Wok wnnMar deny n bsrS or4 upon parameters mown,and Is A der o and a pan•nI b ltl y et building not hos dlpmr.N shown Is support �t on I bracing to Insure sett donna Kai e■Mk r6 insla,Add )per permanent of t.ov oI flch sk Dm •abledeeper7argeneral t a =1 . /At. eaMCr •1••ewNYb MM�Mr aor Y.mal =e W rlase �O•aAatrrdkDe. lrnlrn,NC 117e11 Job Tam True Typo Ply My 84 Lumber-Orerlrern E6561096 812031 X03 Vdley Truro 1 1 Job R•rwnn tooth x. Cyvnar Carp,Pal r,MA 01089 7.260 vs Au 26 2011 M lot Nu Inc. Man 6p 1716:01:342012 Pape t ID:060mMdFYDIH Idn46kFt4NPNao lKN2ttPyoM I 242 I 662 1.6x1 II Baba 1:153 6 A Al C 244 4% 1.689 II I 2-F2 I 2412 LOADING(paq SPACING 2-0.0 CSI DEFL In (Ice) Men Lid PLATES GRIP TCLL 36.6 Plates increase 1,16 TC 0.15 Vert(LL) nle - 896 999 MT20 167/144 TCDL (Ground Snow-50.0) Luntwy inns 1.15 BC 0.03 VV�6rt_�((TTLL))�� nip 999 TCLL 0.0 Rep Stress loot NO WE 0.r.0°r•61BM�10 ' C 896 nle BCOL 10 0 Cods IBC2006PrPI2002 WSW) Weight.9 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2.6.2 a tunas, except SOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid Sling directly applied or 1 o-o-V*61100420a1141110 g MITek recommends that Stabilisers and required cross bracing be Stilled during buss erection,In accordance with Stables Instillation guide. REACTIONS (ISIS A•129/2412 (min.0.14),C•129/2412 (Mn.0.1.6) Mss Hor2A•136(LC 6) Max Upll tA•-24(LC 4),C•43(LC 6) FORCES (ID)-Maximum m u m TOP CH ORD A-B• m6C,&017N. "..0 SOT CHORD A-C•-26139 NOTES 1)Wind:ASCE 7-06;90mph;TCOL•4.Bpfl BCOL•tops},h•2616 Cat.II;Exp C;enclosed;C-C Extsrlor(2);cantilever left and right exposed;and vertical left and alight.posed;Lumber DOL-1.33 plate prep DOL-1.33 2)UnbalencedEn-06 P •6 Aye. fplplLnd e�'P 3011. (her roof snow);Category II;Exp C;Partially Exp.;Chi.1 4)Gable requires continuous tot tom dud tearing, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at Joint A and 83 lb uplift at Joint C. 6)TN.buss Is designed In accordance with the 2006 inbmatlpul Building Cods section 2306.1 and refinanced standard ANSIRPI 1. LgRp .1 • c et�°�F• ".-Ewan roi111 k T 689 WB�. I ii * Or 1 M1.rte Iry . Z \ 0FE88lON0y' X20 A O��I�uTebn design ZIT.. nWilknnnobn.The dWer�pnk baled OW upon pram•iwl shown,and it bran trldMdud Wilding component. A at deign wonderland proper lncrpAlation aeampaneM k reeponebery of bulling deipnr-not hur drlenr. It karat pgpaf andMtlualweb m ofthean9 Addllbn Stemporary boera to Woe Mabry duMeaaemkuclbn a lid��Q�L rector. X d permanent she overall Mn¢lure klhe onsul sly of the building Wagner.kr gamma guldannngrW_O bncalbn,auatly contra storage, and bracing,=rag pacer Nest end My 1NI�ng Cenywra eill bld horn Sall N. 1.lugs txld Y Ea on,N i area �l�aarrallilra.jsira.:�' �.�'.+anom.r�er rAUera�tlY7Fr worsen,NO 27102 Jab Tmaa Tier Type Oy Ply 84 Lumber•Greenstein E1688097 812031 Y01 Valley Truss 1 1 Orin Corp,Palmer,MA 01089 7.260 a Amp t W kRrlirlialtatlh/Ron ay 15:01:342012 Pape 1 IDg8OmMdFYDIHBN11MIO DAOC11Cdb-NLUTYdeg1m0floin 4GOFl4WNOMonYOM26XPydV1 1.99 -> - F 14.24 I 7-P6 64O 4x7 Brae•127.0 C 6,06 12 K 1.60 II 1894 II g D f p SIIIIIIIIIII EAII E A w e x I. Ii as y X 0 F 1.6N II Its II 1.6x4 II I 142. I 14•&a Plate OBrla OLYE iE.Q•3I ' �89n@0S' LOADWO SPACING 20.0 CBI DEFL In (Cc) Boo Lid PLATES GRIP TCLL 38.6 Plates Increase 1.16 TC 0.37 Vert(LL) Na - MI 999 MT20 197/144 TCDL Snow-5 0D) Lumber increase 1.16 BC 0.10 Vert(TL) re - Na 999 Rep Sbess liar NO WE 0,09 Horz(TL) 0.00 F Na Ne BCLL 0.0 BMX 10,0 Cate IBC2006/TP12002 (Matrix) Weight 41 lb FT•20% LUMEER BRACING TOP IllIO •aTLr• TOP CHORD Stunival wood ehathing dlnoly exiled or 8b0 cc pudkr, except SOT CHORD 2 X 4 SPF No.2 and vr0als. WEBS 2 X 4 SPF No.2 BOT CHORD ROW ceiling directly applied or 10-0-0 on Mining. OTHERS 2 X 4 SPF No.2 MITak recommends that elapllsn and required cost bprraag�s{q _ be installed doing tour erection,In ac ordance wit StMIBY� -e® PI Ifrlayttlal guide. REACTIONS Obtain) M16W14-241 (Mn.0.2.7),M110/14-241 (Mn.0.2.7),H•442/14-2-8 (min,0-2-7),1.482/14-2-S (min.0.2-77), 0.401114-24 (min.0.2-7) Max HorzA•31(LC 5) Max UplIM•-30(LC 4),Fe18(LC 4),H•-32(LC 5),I•-166(LC 5),0 -143(LC 4) Max 0rav •169(LC 1),F•110(LC 1),H•442(LC 1),l•499(LC 2),O•467(LC 3) FORCES (Ib)-Maximum Comps lead-- U ►®c TOP CHORD 48--103/46,B-J--138/89,CJ••40/110,C-0-471100,D-K -I33/94,D-Ee79/42,E-F -94/29 SOT CHORD A-1•0/42,H-1.0/42,(3-H•0i42,F-0•0/42 WEBS C-H--36186,B-1.410/192,D-0 -39111110 NOTES 1)Vent ASCE 7-06;90mph;TCDLM.ep�B_CDL•6Appr,h•2611;Cat.II;Exp C;enclosed;C-C ExtMOr(2);andMvr lit and right exposed;end vertical left and/Ste BN(timber COL•1.33 plats grip COL•1.33 2)TOLL:ASCE 7-06;Pg•50.0 pH(ground--now);P1•36.5 pH(tut roof snow);Category II;Exp C;Prtlaly Exp.;Ct•1.1 3)Unbalanced snow loads haw been bor dred tot Ns design. 4)Gape requires amNuous bottom chord biting. JL �,�^A 6)Provide moronkaal connection(by ethers)of truss to bearing plate capable of wlglthndI^p 3tPp ld jilts A,fa1b uplift H Joint F, ------- 32 B uplift HJohit H,168 r upIIR at Jninl I and 14310 uplift err G. 8)This bust la ca designed In accordan with Br 2006 International Building Code moron 2308.1 and referenced standard ANSI/TPI 1. Of N Ew_. LaulocAeE(q Standard (*C°e- c 1 f li 41 / 5,,1 iu tps .64 .� September 17,21 A WSW-Waeill BYa xarwrlare=VIM NOM OK TIMII0 RCM=SI MII11M1r/a ll0Yt1B. MDeiapnn void far one*41 Wen connects.Mb b baled one upon pummels shown and a for on lndMduol b I. -" Appaabay of deign pppofrpommeen1 anrnepopxio4Adbnrmmporayl tempo to Sue itabeyduring°sal tion the Madngrhown ktrkdeN wppppaon�M Individual swnbmpropsI y.Additional temporary bracing to wlwebulkinywrwpmoWehu biN cal.tiro meta.fl,W al permanent �yy r the overall tincture x the rrponlbllty of me bulting drbnr.rorgenral guidance regard err ei r tbdalon,quasy control Pampa tleNwy�erection and Sad%mown �6 yabf nom fftt��i t d a cr N. Snot Sune i , 1 M4H se lal euldO rnPenenl � me rune*Rod iar llylreaarb►�ewbleew ExAlet raeepaed tx]� _ Union,NC 27P12 Job True True Type Oy Ply 04 Lumbar-Oreeaan Ee6em 1112031 702 WI*Tee 1 1 Job Rdarene(aeanaq Cyyeor Corp,Paton,MA 01059 7.2600 Aug 262011 M7/0 InflgqppeMe n . n 1716:01:342012 Peget IDlS0m1AdFYDIHSNtlI6014110011C ,IE��NOFaoBaNnBydN r— }_ 1-10.12 446 Solo-1:17.4 414 = a 6.'� =� F E C A A _—_ ___ _--_ _A_ ___ w fir 11 •� D 2x4 Co 1.6x4 II 244 Q I .10.12 I ?10.12 LOADING(pal) SPACING 2�0 CBI DEFL in (foe) Odd LM PLATS GRIP TCLL 36A Pyles Maims 1.16 TO 0.46 VatELL) nla - in 999 M720 197/144 (Ground SnaA60.0 Lumber Inane 1.16 BC 0.10 Vsrt(TL) Na - in 999 BCLL 0.0 Rap Stress Ina NO WB 0.06 Horx(TL) 0.00 C rah n/a BCDL 10.0 Code IBC2006 YYY (Matrix) Might 22 lb FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sawn tl a piled 60-0 co puritrr BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ailing 440 rag. OTHERS 2 X 4 SPF No.2 MITek recommends that Staines and requited ace bracing be Installed during We motion,In accordance with Steam 'InWllno6 ald6. REACTIONS Wen) A•232/I.10.12 (min.0.1.8),C•232/8.10.12 (min.0.14),D•432S10.12 (min.0-14) Max UpIISA�w(LC 4),C•40(LC 4),D�62(LC 4) FORCES (Ib)-Minimum Campania& �Y TOP CHORD A-EN-106M1,B-E-204,,B-F•-2045,C-F•-10/141 SOT CHORD A-D•W26,C•D•W35 MSS B-D�33t'140 NOTES 1)Wrld:ASCE 7-06;00mph;TCDL•4.Spe7,BCDL•6.0pet h•26R;Cat II;Exp C;enaoud;C-C Exwyr(2);anthem aft and right exposed;end vertical left and right axe DQ 1 a�)DOL•1.33 2)TOLL:ASCE 7-06;Pr 60.0 pd(grow S. Category II;Frrp C;Perielly Exp.;Ct•1.1 3)Untamed snow bade have been=Warn for thle design. 4)Gale requires continuous bottom chord beefing. 5)Prays nedenlcl connection(by others)a truss a beefing gab arable of withstanding 80 lb uplift at Joint A,50 lb uplift d)ant C and 82 lb uplij d ant D. I)Thy true ta d�0006 International Building Cafe section 2306.1 and referenced etaMard ANSIRPI 1. LOAD CASES) Standard * 14. f 'Y 1 es a.'!-fn4-/ • \ ` ) OBa11'1 e / September 17,21 =MDe,1IIppnn void for u1-only With ACM connect a.Trek deign a boed only upon p•rometen shown.and a for an Individual bulking 0o 11 Applaabaly oideem pvomeld and Ineapwalbn a component Is mporebay of bullring desone-not Ilya designer I nY11 1-Y♦ �. e m lateral tupparr c4 dud web members only.Adalbnal emparay bracing Ic lnare,lobby dud con*Uebn li Me mponxa a the senor.A d permanent tracing al the oveai,hucttuye be the respondbttiiity of the building�ddessiig�nyer n y�� , s ■Wesatlalrltlaeesre a'raM YVYeOWingaue glr alt begat a enee�lelry. ) • EdEdM4 Sounded*27 heel Job Truss TNN Typo _ - Oy Py es Lumber•Gresn.Wn B12r100&r91lOCY�aO Vas TNU 1 1 E65660119 Cyveser Corp,Paint MA 01068 lob blot al 7.260 s Aug 262011 MIT.M Indiutlu,Ina. Mon Bp 1716:01:062012 Pe 1 — � IDg80mMtlFY01N6NkM60gA00elCdb-rXBmo.y2u.NMmBn0am6130/nk bEROZURry°Yk 20.12 9 0 1a�.6 I 474= Sox.•1:66.6 c fe44 u I td.00 12 1.6x4 II a f A. IO'I • 214(i 0 F E 1,644 I I 1.6x4 I I 1.6.4 I I I 044 I _Oa LOADING(psi) 06.6 SPACING 2-0.0 CBI DEFL In Coo) UM Lid PLATES MM0?t9r900°r (Grand 84ne+638. Plates Increase 1.16 It 0.41 - Vert(LL) rV. - Nit 999 MT20 1971144 (Ground O,0) Lumber Incise 1.16 BC 0.08 Vert(TL) We - N. 999 BOLL 0.0 Rep 8664 Inc: NO *B 0.11 Hors(TL) 0.00 E No N. _BOX ]D.0 Cod. 11C2006rrPI2002 (Melds) Wright 34 lb FT•20% LUMEER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing dir ectly applied or 60.0 cc purllns, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid calling direly*plied or 10.40 a bracing. OTHERS 2 X 4 SPF Nat MlTelr recommends Na18MMgherm end Wred cross Welting be Installed during bun erectlA� tbs Stabilize Inflation aid.. REACTIONS (Ib ales) /5•661604 (min.614),E•68/648 Mn.612),F•296/8-34 (Mn.0-1.8),0•460160.6 (Mn.0-1-5) Met Hor2A•284(LC 5) Max Up011E•-116(LC 4),Fr110(LC 6),0•-226(LC 5) Max GrevA•167(LC 6),E•64(LC 0),F•296(LC 1),G•4B0(LC 1) FORCES (lb)•MexIrmjm mum Tendon TOP CHORD A-Br276111 06,C-D•-444146,D-E•65/115 DOT CHORD A-0•-62/54,F-0 42h04,E-Fe62184 WEBS C-F•2251161,B-0•-407/259 NOTES 1)Wind;MC!7-06;009101;TCDLM.Spa BCDL•8.0pM,44266;Cat II;Exp C;enclosed;C-C ErMror(2);cantilever left and right exposed;end vertical IM and right exposed;Lumber DOL•1.00 plate grip DOL•1.33 2)TCLL•ASCE 726;Pg•60.0 p.f(p®N94,06110 r°of anew);Category II;Exp C;Partially Exp.;Ca1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous boom chord bearing. 5)ProvIle nrtlrnlotl connection(by others)of hues to boring plate capable of withstanding 116 lb uplift at loot E,110 lb uplift et Joint F end 226 u N MGQ. CO TIPS Uu a Srd.lieklth the 2008 Intematlona Bubding Cede section 2008.1 and referenced standard ANBI/TPI 1. -- - - - LOADCASE(B) swings *F NEF(iy , ,M 4/ `I- ern cap 0@6111 to 90Ft 8810Nr September 17,21 0BMINatB Akre rYa proulave.alMiD MPS ON7BOEII.SIMwn MSPAaaaFn7IMPORB9U, mega taspppa•axn/7/ CaMpomon nx of component Is moo .nmown and Y bran nor-nlWlua lwM I�i �A r a aMwMl onsbi members et*AddiMon° al temporary Socha chat furs itobtlh9d.ng COI•nefMr an pare AY®Cr4)�0('r MNb N mpuW baehaMU yduNg mnMNaMOnllat reports! the .radar. y pamen.or N IM.overall and bro Y a.consult Apiut land bulking ��Mperegarding o i r lector,bn,queer eommlryMMroogm n,u�a.dbnyid heSIll oonwM 3ANori eU.ped tuReedd i t4! Ir•.raWks.ae r`r fAiiii6wYeliDM..'al A>ia it meow eat.eWLmn - lM,xen Nd67W Job Truss Tmss Type 0y Ply 64 Lumbar•Orwne4Nn 26666100 112031 202 VSly Truss 1 1 .Jcb R•frenpe Motion* Cywrla Corp.Paw,MA 01069 7.260 a Aug 25 2011 MIT*Induesles,Inc. Mon Sep 1716:01:36 2012 Pogo 1 ID:g80m1AdFYDIM MIABOIDA0D=ICSMSnrcayaoMMmBzoOmo50gnryMEg021JRrydVk I 61.1 14 61.16 id.6 ea 444 a Bole•1'.30.4 B C All i A e N _________ 244 4 E D 1.eN It 1.6x4 11 S LOADING(� 88.6 SPACING 24-0 CBI . DBFL In (too) IM MI L/d PLATES GRIP (O LL 8now•60 . Plate Moran 1.16 TC 0.71 Vart(LL) We - Na 999 MT20 197/144 TOOL 0.00 Lumber Imam 1.16 BC 0.12 Vert(TL) nh - Na 888 SCLL 0.0 Rep Stress lncr NO WB 0.08 Kors(TL) 0.00 D OP,Tor v*oa .4 2. SCOL 10 0 Code IBC2006/TPI2002 (Matrix) Weight 24 6 FT•20% LUMSER BRACWG TOP CHORD 2 X 4 SPF No.2 TOP CHORD Streutlurel wood sheathing directly applied or 8466 0o purling, except SOT CHORD 2 X 4 SPF No.2 and Verticals. WEBS 2X4SPFNo.2 BOT CHORD Rigid oiling Madly applied or 10O.00;brsWtp. OTHERS 2 X 4 SPF No.2 MMTek recommends that StablOers and rerfMMMJIKIng be Installed during two erection,In aoordance with Stabilizer In.tfl lon_guide. REACTIONS (Ib/elie) A•26N666 (min.0.14).D•606466 (Mn.0.14),E•401/666 (Mn.0-1-6) Max HorzA•199(LC 6) Max Upltit •-78(LC 4),D•-106(LC 4),Em-116(LC 5) Max 0ravA•285(LC 1),D•63(LC 3),E 401(LC 1) -Maxan mum Tension T °MAR hn 13,C-D•61/96 BOT CHORD A-E•-27/58,D-E•-37158 WEBS B-E•49w176 NOTES 1)Wind:ASCE 7-06;90mph;TCDLM.Spar,BCDL•B.Opst,h•266 Cat.II;Exp C;enclosed;C-C Exiedor(2);cantilever left and right exposed;and natal Wt and right exposed;Lumber D0L•1 1.51.29® 2)TCLL:ASCE 7-05;Pn 50.0 per(pound snow);Pf•38.6 pat(Mt no ;CaNBdYTI(Exp C;Partialy Exp.;Ct•1.t 3)Unbalanced snow loads haw bar considered for this design. 4)Gable requires condnuow bottom chord baring. 5)Provide mechanical oonnedton(by others)of two to bearing phi capable of withstanding 79 lb uplift atJdM A,108 lb uplift atJdnt D and III lb unit atJoint E. 5)This hues is deebned In accordance 4411 B'IMMlSattj4Ig Code union 2308.1 and referenced standard ANSI/TPI 1. LOAD CASS(S) Standard QF Nett iyam\ �t by tA�86>e S�\ / Z \,co 00611'1 t'r// OF1 atoNI ' September 17,20 0 eARMSO•Vet dodo a pranolon rdARAD NOM OWIMM/MBMSilRiM111186MFMIN08FKSSY•TM MOM L.a Orion void for use only with Wok cone ion.the dxgne based only uponaromelon shown,and Indialuel deign component. ��� AppleOkey of etaprir lnttryAMbn of component a rnponskty of bulling deYpw-not hum drip Boxing of he ewiet.A sup rMmbs only.Addibnd to naipy brads to Inure m bully ensc MUenen a themponseNy of me mota.A pemgneorogs, liraera structure Is tiempomelbyof the building dWgner.Ter noa�n�� wxlealw,wally control swon,In.. ..anon and brooks consult 1 M GSM k6Morealk�r.®�rr 10 I I• eeMy Sams= owlet.from hear Pb Pe SOW.,al N.tee Sheet Suite 3�on ,VA WV& elenrjxat Reed UMW NC VIM Job miss Tsai Type Oty Pb' 34 Lumber-OresaWn 312031 Z03 4ae• (nrrrr)rO 1 1 Ee66*101 •n I Job Cyvafor Cap,PWna,MA 0106* 7.26*a Aug 263 M ndul esles,Ia, Mon Sep 1716:01:3E 2012 Page l ID:g8OmMOFVDIHEWaM80IDAOO51Cdb-AtMaey2uftarnS2e ao6oKMYWFb021JlTrytlN I 3410— ltd I 24.10 145 4x4= Bole•1:21,7 B At 6k4 II i■■ ■ E 0 4, LS l II 1.k4 II I s1a I 61., TCLL LOADING(p) ate Plates 2-04 Cal DEFL In (loo) kw Lid PLATES GRIP • (Ground Snow•60.0) Plsles Inaeaes 1.15 TC 0.31 Veri(LL) N� - n/a 999 MT20 1971144 TCDL 10.0 Lumbar Manse 1.15 BC 0.05 Vert(TL) n/ - nice 999 SCLL 0.0 Rep threes It NO WB 0.04 Horz(TL) 0.00 D 0/a n/ BCDL ,0 0 Cods IBC20051TPI2002 (Matrix) Weight 17 lb FT•20% LIMNER TOP cHn 3o f Q ,,Age TOP CHORD Studaat wood sheathing directly applied or 514 oc pudins, except SOT CHORD 2X4SPF No.2 end verticals. WEBS 2 X 4 8PF No.2 BOT CHORD Rgld allkg OYealy applied or 104-0 co bracing. OTHERS 2 X 4 8PF No.2 MITek recommends that Stabilizers and required aces bract° be instilled during Puss erection,In aaadma with Mean eA Lip Inebladonoukt REACTIONS (ls/IIa) A•17W5.1.2 (min.0.14),D• 515.1-2 (min.0.14),E•235/6.1.2 (min.4141) Max HoaA•107(LC 5) Max UgMA•42(LC 4),D•-73(LC 4),E•40(LC 6) Max GavA•178(LC 1),D•70(LC 3),E•266(LC 1) FORCES (I4.)•Maximum Compression/Maximum Tension TOP CHORD A48-76/76,B•F04/79,C•F11-35175,C-D•-70/74 EQA-P-tag D•E•-20/31 W BS 84•-220/0E NOTES 1)Writ ASCE 746;90mph;TCDL•4.ept BCDL• .0pst,h•26ft;Cat II;Exp C;enclosed;C-C Exhnor(2);cantilever left and right *posed;and vertical IM and right expoee0;Lumber DOL•1.33 plats grip DOL•1.33 2)TCLL:ASCE 7-06;Pga 604:110; Pf•3& pat(Mt roof snow);Category II;Exp C;Pa6aly Exp.;001.1 3)Urlbels ad snow tads 1 fon n. 4)Gable requires oontlnuoce bottom dyad bearing. 5)Provide nklarsnial connection(by others)of buss to bearing plate capable of withstanding 62 lb uplift at JON A,73 lb uplift atjbint D and 60 lb uplift at Join E. 6)Title buss Is designed In eccadanoe with the 2006 Intematlend Building Cods Baton 2306.1 and referenced standard* O VNV$V�V LOAD CASE(I) Standard ySP,`(`Op.NE s s,0 I i 0 a'ri' ` ri6�4 " D: to cba G 6111 47 AOFSS(ONny September 17,20 A wasso-Veredeapsporawstas ed&YoMOIS off fla■Ile7a atmer2fr8■rag■e0/!M6■runWWoutill& 00WexppnvaM use with Meli connectors.The k band only paanrt• Is tor an building oomponenr.ApACaaM/of pMr pares akarober InaarpeatIon apons&S rcing o ey of building dsdgne .not maaadriaatialot r*so Y lateral support of indvklund web',Iambus only Additional tenpaay tracing to insure y during cog e PIN eeeer.AddNOntl permanent af lM the Wbley of m•bWlOing dolgnar.fae nmi gu(o n n0 1111111;11 ~WI and bracing,ng,om � Careparert Stnwd sNItiegg V � SAs Same ben 11 11NOn 27Roe Jab Truss Trues Type Oly Pty 84 Lumber•Greenstein 812031 204 Ee686102 Vow Trees 1 1 Opener Corp,Punier,MA 01080 7.250• A A t1C3 16A1:382012 Pepe1 ID:pIOm1loFND �ICdbJODdfepC3E_•19C BCKJO RB8&iOpgrlydy I-- 1.11 _34-14 1.114 {� B Sue= eare•me I\ taoo 12 „ c liA 2x4ri 2144 I _31.14 I Pleb Offsets cot 1116.2-0 Edbal 1614 TLaLLwNO(p.o �ap}��-6 SPACING 2-0-0 CBI DEFL In hoc) Weil L/d PLATES GRIP (Ground Snow�S ...0 �IWEy1sreaes 1.16 TC COO VM(LL) rah • Na 909 MT20 197/144 TCDL tic —Lurrlo7r Increase 1.16 BC 0.08 VM(TL) rah - Ns 999 BCLL CO Rep Stress Ina NO NB 0.00 Hca(TL) 0.00 C Na Ns BCD 10.0 Cods ISC2006/TP12002 (Matrix) Weight 9 lb FT•20% LUMSM BRACING TOP CHORD 2 X 4 SPF Nat TOP CHORD Structural wool sheathing directly applied or 34F14 at purling. BOT CHORD 2 X 4 SPF Na to Crw rr BOT CHORD Rigid ceiling directly appled or 10.0.0 cc bracing. MITes recommends that BbbllWn and required cross bracing be Installed during trues erection,In accordance wIM StabEear Installation nude. REACTIONS (INelxa) •17213.6.14 (min.0.1.8),C•17213.5-14 (min.0.1.8) Max UMMflwpgpC•46(LC 4) FORCES (Ile)-Maximum ComprescionvMadmum Tension TOP CHORD A-B -144/43,SCE-147146 SOT CHORD A-C•-181 NOTES 1)1Mnd:ASCE 7-05;90mph;TCDL• .Bpat,,BCDL41.0psl h•266;Cat II;Exp C;enclosed;C-C Extsrlor(2);cantilever left end right mooed;and veNal end r titiexpoesd;Lumber DOL•1.33 plate grip DOL•1.33 2)TCLL:ASCE 7-06; herd snow);Pf•34.6 pal(Mt roof snow);Category II;Exp C;PMlaly Exp.;Ch1.1 3)Unbalanced snow loads dare been considered for this deign, 4)Gable esquires continuous bollomtthord beating, 3)Provide mechanical connection(by others)of buss to bearing pied capable of withstanding 38 lb uplift MOW A and 38 lb uplift at Joint C. I)This Wes is deal.)WIRSAMS0108118908 International Building Coda section 2300,1 and referenced standard ANSIRPI 1. LOAD CASE(B) Standard OF NE4y * 44 "1 is r , A CC r .a September 17,2( A yawn ui`wxn tars!w rru deign NDldcnw3LBas=tuna rda ran Iild winos TM9SEr9RB cu. h s A N petlpnnofco poneponespoMlen fbu rag YtornmdrWud MYllgneGempaypt blNydowpf IndSuol wand gamermalPaMlbnwl temporary 4 cing to o hau erto ltgMang no•nu eea Magner.hod ing' of the elf?C� Y make woporl pInoMent bwbIMM1esmma ArchaSl•ngwoNbmCnb ebge tlegllyper. bMMel I Is the mpengMaN of the fabrIatA pwtrgNM are, dMnclon and ShcM rnsult mydiM building drlpner. i r fabrication.ovally control storage. erection aria bOtlnp consult Aw6/r t=t1n itL:'fee!sh4% hN.mtr.6wee 311 Al.xmen ,L'LaK a-`in etlt eowdse.wed Job Truss Truss Type ON Ply 64 Lumbar•Greenstein B12r.0101471.DIiblett7 Wiley Truss 1 1 566611103 Cyyanor Corp,Palmer,MA 01060 Job Rfl rooaanan 7.260 s M0262011 Mink Industries,Inc. Mon Seen 15:01:36 2012 Pegs 1 ID:080mMOFYOIHMAI YgDA00xICdRJkOD26pC35J1OC7BCKaasl ski0flon2M yoM) I 464 451 1.4x4 II B Bad:IW.1' s 10.00 12 D A ■ yr1 q C 1.Bw II I 444 —I 444 TCLL ��� SPACINO 2-0-0 CBI DEFL In (CM U6M Uri PLATES GRIP (Ground 8ncrw•60.0) Pleas Increase 1.15 TC 0.58 Vsrt(LL) W - Ns 1299 MT20 1071144 TCDL 10.0 Lumbar Inman 116 BC S11 Vert(TL) W • W 999 BCLL 0.0 Rap Stress Stainer NO WB 0.00 Horz(TL) 0.00- C W W Eta 10.E Code IBC20087rPI2002 (Matrix) Weight 181D FT•2076 WMNR BRACING TOP CHORD 2 X 4 BMM1rrt TOP CHORD Structural wood sheathing directly applied or 44.8 cc pains, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 4 SPF No.2 DOT CHORD Rigid ceiling dkacdy applied or 10.00 co bracing. MITek recommends that Stabilizers ad required cross bradrg be Installed during buss auction,In accordance with Stab/Azar REACTIM ri «�9),C•243/466 (Mn.0.1.6) InwllaXOnyua•. Max Hor2A•264(LC 5) Max UpIIM•-46(LC 4),Cm•167(LC 6) Max OrsvA•246(LC 2),C•280(LC 2) FORCES (le)•MWmum ComprwbrMAWmum Tension TOP CHORD A-D•-176/0,&D.-16N110,BC -219/162 BOT CHORD A-C•-47/74 NOTES 1 ASCE 7-06;90mph;TCDLM.epf,BCDL•B.0pM,h•25fq Cat II;Exp C;enoloaf ; 2);/Inhale t and right expoad;end carnal left and right exposed;Lumber DOL•1.33 pate grip DOL•1.33 2)TCLL:ASCE 7-05;Pp•80.0 pat(ground snow);Pf•36.6 pal(fiat roof mow);Category II;Ep C;Prosy Exp.;Ct•1.1 3)Unbarred Brow loads have been considered for this design. 4)Gable requires gghBpprIddt6yri 6)Provide muires° 36Mre)9lthua to bearing pate oaths W withstanding 46 lb uplift et OM A ad 167 lb uplift at joint C. 0)ml hiss is designed In aoordenos with he 2006 Intsmallonal Bussing Cods action 2306.1 and referenced standard ANSIITPI 1. LOAD CAegq Btandad 'St' NEM, �� gyp'u4i P9\, G, r * 1 61 j �* 1hrt '1 ' 1, A ( c1• '®°AO. • a 0 @611 �0ft38810N*y September 17120 Delon A 'u dthMs,ecovanan a/BBBW MaliOBpWYY2RCl6B1iJ dSlot rn1W0M gee, only with Nile connecten.lhb design a bawd only upon mantes shown,and hire vranwinuseg component. Appiloobilly of Solon npoamamen,'and po{w lneenwotbna component Is redponodey or bullring dWgnr-na bum n. drown Is for bleed support of Individual web me t the onfn Addllbnol temporary tracing to Inure stability during condrutMm arm erector.A,moor*pnmonani bracing a tie overall structure k me rapendbey a the building designer. _Tr11.W, 1111114/411 labrkohon.moor*control.slaRws,,ndelvertyeerectitoen,and bracing consul �AyrrW1M rAli ls, genes �1aPK IlaWbreree Ig Institute Street lrmall a airrAISMICg Millreperunr B ah,NC a ALBC_erssessdYb eesnbn,kc 27ese Jos TNU TNU Type Oty P. 44 Lumber-Greenstein 612031 ZOO Valley Tnru 1 1 66666101 CynnerCorp.Primer,MA01036 Job r1 7s1nllo°e11 pep 1716:01:!62012 Page 7. 1 544 ID:gSOmMdFYDIHp IC6p•JM'h�11C'l6CKJp7O&1pWO6oh2F7HyciA I 114 16x4 II 6 awes•1:16.0 1000 12 D A — — C 2x4 G 1 axe 11 I _3141_ 1 _343 LOADING(pet) TCLL 35.6 SPACING 2.60 CSI DEFL In (be) Vdet Lid PLATES GRIP (Ground Brtow•60.0) Metes Increase 1.16 TC 0.21 Vert(LL) n/a - No Sat 31720 197/144 TCDL 10,0 Lun*wlrl6reaee 1.16 BC 0.04 AVenal.) Na 999 BOLL p,p Rep area Inar NO KB O.Or•®Dr (r C nn Nit RCM 10 0 Code IBC2006/T7I2002 (Matrix) Weight 101b FT•20% LUMBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Sbuctunl wood sheathing directly applied or 3-1-0 a BOT CHORD 2 X 4 SPF No.2 iO3 vemeats outline, except WEBS 2X 4 SPF No.2 ROT CHORD Rigid Mint) sppiledor10-0-0 Mlt*sF1tit'®©dt•®2 L Welt recommends that Stabilisers and required cross braiding be InnWMd during tun erection,In mordants with Stabilizes REACTIONS (1b/size) A•16013.14 (Mn.0.1.6),C•160/3.14 (Mn,0.14) Intelletlen cube Max HoreA•166(LC 6) Max UPINW26(LC 4),C•46(LC 6) Max 21revA9160(LC 2),C•I62(LC 2) FORCES (Ile)-Maximum ConpnnbrtAadmum Tomato co ®n TOP CHORD MD•-1040,13-D•-66/64,16CE-126/112 SOT CHORD A-C--2646 NOTES 1)Kind:ASCE 7-05;SOmph;TCDL•4.Spe7,BCDL-e,0pf 442611;Cat II;Exp C;enclosed;CC Exhnor(2);cantilever left and right exposed;and vertical left and right exposed;Lumber DOL•1.33 plate grip DOL•1.33 2)TCLL:ASCE 7.06;Pg•60.0 pat(wound snow);P►tt6.6 pat(6N roof sow);Category II;mince*.;COY 3)Unbalanced snow bade have been osnklved for this design, E 4)Gable requires continuous bottom chord baring. 5)Provide msd anbel connection(by others)of trues to bearing plate capable of withstanding 26 lb uplift at Joint A and S0 lb uplift at 6)The buss Is designed Si aooardanae with the 2006 Intimations Building Code section 1S.1 areMNaeMMnam ANSIRPI 1, LOAD CASSIS) Standard 4t . E\r.. vn II kl. 10 4 .043 i r of A9OPeest°0# / y� TS September 17,2( ��ft veny�Mn!Niel annedan,Tlwdexpn b hoed 0r*upon panted Mown,and b for an Individual bolding component. 1 b oar d cf I wd oleo D V.At bnol it.r tbrypq py�y�I� do tgei rig yrn 1,I'�� uPPa vnlbnwrlGen onM•Atl1130nd11empofay bro�pllli,I 1! lotlppmlMWy ofIM ela�Exlexblwb, quoitnty.0appynb1.,:mmld.a nettonaY SucIn eopygLdywlhe bdloyp dnbna.br0end ICC Aunpnpadnp a6Yr�M►lele y 1hlMeerehrdeelulbe♦n,2eendNb�leWdnp as■YyL� 02842 and ICL 6 I er b1111 7i i11=39aln 6iqu, /'99,91.22—or a te' Np km,NC 27932 Rau ageoae0br4gl eeenbn,NC27eM Job Thom Torn Type Oty Ply 84 Lumbx-Oranus 012031 207 Su1N 1 n rrrr 1,o 1 1 - Ee05a105 Clywnot Cory,Prmx,1M 01056 -Jm Rya ramnr7 7.2608 Aug 252011 MIT•k Inducts Ina. Mon Bap 1713:01:372012 Page l 10:060mM05YD616NkM601DA00dCa•nw•o koC•VB6a3eMInRIWLLM0536W1LconydN 1 14 i tat 1.644 II B aeon••1:67 1000 12 W.'��4 frer4r."1, .� i..�����. Y$i tot MI6 t,to 4 C 1544 II I 142 I _ 1462 TAAL 41RO L,.SMCINO 2-0-0 CBI DEPL In (Cc) watt Ud PLATES GRIP (Mound Bnow•60,0) 411iifMeii In«66w 1.16 TC 0.03 V6n(LL) n m • MI 66g MT2O 107/144 TCDL 10.0 Lumbar Inman 1.16 BC 0.01 Vrt(TL) nie - 446 000 BCLL 0.0 Rep Stress Ina WB 000 Hor2(TL) 0.00 C n/a Na soot. 10.0 _ Coda IBC2006/rP(2002 (Matrix) Weight 4 l FT•20% LUMBER BRACING TOP CHORD 2 X 4 OpF No.2 TOP CHORD Studies'wood shambling dl patina, wept ear CHfl 3O 1)P0arnAO■ k+6 nrolN.ppled«taea and WEBS 2 X 4 SPF No.2 wnkda BOT CHORD Ripd Ming dkaatly applad«10.0-0abracing. MITsk recommends that Stabilizers and required woes bracing be Installed during truss anNon,In aaoordana at Stabilise REACTIONS (MksA AS 60(1.}2 (min.04-11) Jr elatiatlon_pukla. Max Hor2A•66(LC 6) Max UplMA•-11(LC 4),C•-36(LC 6) FORCES (lb)-Maximum CampesabNMaxlmum Tension TOP CHORD MB•-41/24,B-C•47/42 SOT CHORD A-C -11/17 NOTES 1)WAnd:ASCE 7-06;6omph;TC .S B • .0pN;(1•2611;Cat II;Dip C;enclosed;CC Extenor(2);cantilever loft and right sand;end vertical left and rR* ter DOL•1.33 pate grip DOL•1.33 2)'ICU:ASCE 7-06;Pr 60.0 pat(ground snow);4466.6 pat(Bat roof snow);Category II;Exp C;Partially Exp.;C*1.1 3)Unbalanced snow loads haw been considered for this design, 4)Gable requires contbluoua bottom chord baring. 6)Provide mechanical oonnes6on(by others)of trues to bowing plate capable of wilhetand11.4460Witt Ott A®30 lb OM at Joint C. 6)This buss Is designed In accordance with do 2000 International Building Code section 2300.1 and referenced standard ANSI/TPI 1. LOADCAOE(B) Standard ;- Of NeWy ,/As a,FR.l,gys %.04 * 7i `I Arink 1 " it W: 40FES810 14" September 17,20 I A Ip IMMO-V.tirMepwrwr sad MAD fl 4111 2lMMOWloal0NIarasp1 MINCS SAM WM.IBrORS ass A ppleal ift.at Y6n ppaxorhmn•M•i��xrnexeejtlnnppoocpplmxN,fiY 4rNnY �Yrxn -net truss deicn6aampan•no Is ter latralw ollMNtluolwebr Pits an g.AddlbnalN� �Wpnx-nelMrdxbnx.rotlnp of th •leetx. a rr Parory icing rWalMama aogWetbniw•mepard responsibility pmwn•nia am•awnl structure Is h• pd_Arn Nan • gCempp fraabn,quoM oonhel,storage,fm molten and taxiing.eomu general guidance e = 13Po'raypy from buss Pia Imlryur•,111111.1a•Eh•N.9u%•7 Nam and�1 •edMMM•III Me aanWl4 Pen «watis icon errSYll ed e,YYnlrelu•• '6�IeWlaMSC nviresdb.WR6. ISSN Ng Mg s Symbols Numbering System A Ge ral Safety Notes PLATE LOCATION AND ORIENTATION A T center plate on joint unless x r I 6-4-8 dimensions shown n Win-�,eennns Failure to Fol Could Cause Properly 1 oeseh are teTJ cared. I I (ate not to�) Damage or P naI Injury n ( Apply plat are b both sides of buss and embed teethsides of ton 1 PO 2 3 I. dag�a ax 1S-bracing Wears w e.g.ear N TOP e .DS �' L CI-2 C53 2 must wide ttruss m /kF k b a ,enes eat Fa- )' WEBS 4„ tracing' astiaLdara�dered Tal riEMp u '.. a� a0 3. Nevereceed the design looting st aid rnever �� (J - x static materiats m nadeguotdy Wa�ed loses. :Ili d 4. Provide copies of Ns ms design ro boleti t b For 4 x 2 orientation.locate s74 a cal cs4 OF designer.aecton supervisor.popaly mares and rap Aplotes 0.°ne from outside BIRTTOM CHORDS lA la other interested pates. ■ of buss. 8 7 6 II 5. Cul nwnbasto bear lightly each other. L. Place plates on each face Stns at each g12 of incfon of JOINTS An GBBAILY NT WEED/LUTEW D CLOCKS'S* girt and ore regulated edn by wane at joint AtOWTD TIE 15USS STARTING AT THE JOINT FAITHS?TO brntiare ore neghLoted by At151/IR 1. itonnect«plates. >► Mme. 7. Design assumes busses vNl b tahry potectedIran CHORDS AND WM ARE WBJiHED BY Bo JOINT to environment in named @♦a AN9/IPI 1. 'Plate bcaMdn Jab amiable In=et Uriess otherwise noted. sallaor.or up:claquesf. 0 HIIe1t��iE6 a shall not exceed 1 lire'ffab1 n. 1► 9. Unlesegxe$t{r�d.this design's not applicable far PLATE SITE 0 PRODUCT CODE APPROVALS use with be preservative hmarod a peen lumber_ The frsl dissension is ihn late -ES Reports: s 44 10.Camber's a nonaucheal consideration all'sta 4 x 4 width measured perper�icular Il�2-1311,ESR-1352 I3R1988 ' for dead w is to To slots.Second diner n is 3907,ESR-2362.ESR-1397,ESR-3282 I the length parallel to slots. 11.Plots type,sue,onlTThallorn and locaion dimensions indented all nir lcan plating napiaaen6• II i LATERAL BRACING LOCATION Li. 12.Lumber wedshc etithe species and se ,and et.> Sopiwn Roe lumber designs-. are as Mows n d respects.eeaaa°�"I to a better Ism that ncicated by symbol shown and/« SYP represents curent/dot values as pu6fehed >aecied' by text In the bracing section of the by AWC o the 2005/7012 M)S 13.Top chords must be sheotned or pains provided at SPp represents SPIT proposed apses as provided spacing Mticated on design. output. the T«1 bracing in SPs subnilld to ALSC dated Sept 15.2011 B indicated. SP represents ALSC opcxoveNnew wises 14.Bottom chords requeeptetal bracing at loft.spacing, with effective date of June 1.2012 a less,if ceiling is inlded.mess otherwise noted. BEARING and al�grades and swim sue. IS.Connectors not shhhwnaoe the responsibly d oilers. 16.Do cut of ester trhe�r aPlate without pia Indicates location where bearings approval of m erdehe)r_ (supports)occur. loan vary but o 7012 MUMS Al Rights Reserved • ,911? I reaction section Indicates)on, 17.lMd and laadVat unless indicated aitnerWte. number where beairsgs occur. is use d green a labermay pose uacafplmle ® Min stye shown is for crushing only. • enAannenlal heath apafonnaice tame with poled engineer before we. YldulYy Standards: 19.Review al patens d His design(hurt.lack wards ANSI/WPH: Notional Design Specification for Metal aid p' berme use.Reviewing pictaes alor1e Plate Connected Wood Truss Construction. s not sufficient. DSB-89: Design Standard for Bracing. � SCSI: Buidng Component Safely information, MiTek' De9pn o y Criteria in aaaaemoe with Guide to Good Practice for Honig. At61/IPI 1 auallt olferia lnstoirg&Bracing of Meta Plate Connected Wood busses. Mirek Engiieeisg Reference Sheet AM-7473 rev.09/04/2012 • REScheck Software Version 4.4.2 Compliance Certificate Project Title: New Residence C'1 cO f 1 Energy Coo. on di Conservation Construction 2010 Lo Location: Warren County,New York Conebuotlon Type Single feel u Buildn g g OrientationBe: gip Woes deg.from North MM Degree 7635 Climate Zone: S Construction Site: Owner/Agent: Designer/Contractor: 10 Founders Way Mi heel Greenstein Ethan P.Hall Oueenbury,NY 12004 10 Brookshire Trace Ruolnakl Hall Architecture Ousenebury,NY 12804 627 Maple Ave 0544 638.3864 Saratoga Springs,NY 12866 mloheeklgrsemtineyahoo.00m 515.680-1806 spha*Cnyoep.rr.com Compliance:0.6%Better Then Code Maximum UA:784 Your UA:760 rare IS or wer1hn Cab VS meaner akin m compere ae nary bond on mdebueeea aim. It 0041I NOT Porte n mwwe flew aflu wSNeto a nNenan•md ha ,, , Ceiling 1:Raised or Energy Trues 2225 38.0 0.0 66 Ceiling 2:Raised or Energy Trues 673 38.0 0.0 14 Ceiling 3:Cathedral Ceiling 761 38.0 0.0 20 Wall 1:Wood Frame,Ill'o.a 743 21.0 0.0 38 Odentatlon:Front Window 1:Wood Frme:Double Pane with Low-E 113 0.320 36 *IOC:0.75 Orientation:Front Wall 2:Wood Frame,16"o.c. 320 21.0 0.0 16 Odentedon:RIBht Bids Window 2:Wood Frame:Double Pine with Low-E 42 0.320 13 BMOC:0.75 Orientation:Right Side Wall 3:Wood Frame,161 c.c. 203 21.0 0.0 12 Orientation:Right Side Wall 4:Wood Frame,16'o.c. 743 21.0 0.0 35 OderdaWn:Back Window 3:Wood Frame:Double Pere with Low-E 131 0.320 42 BMOC:0.75 Orientation:Back Wale 5:Wood Frame,16"o.c. 414 21.0 0.0 23 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 12 0.320 4 BMOC:0.75 Orientation:Lett Side Wall 6:Wood Frame,16"o.c. 76 21.0 0.0 5 Orientation:Left Side Wail 7:Wood Frame,1W 0.o. 870 21.0 0.0 40 Orientation:Front Window 6:Wood Frame:Double Pane with Lowe 111 0.320 36 BMOC:0.75 Orientation:Front Door 1:Solid 43 0.300 13 Orientation:Front Project Me:New Residence Report date: 02/23/12 Data filename:Y:1Greenetein Reddens CaneOuctlon DrawingslGreensteln.rok Page 1 or 6 Door 2:Bold 18 0.300 5 Orientation:Front Will B:Wood Frame,18"o.c. 502 21.0 0.0 26 Orientation:Right Bide • Window 6:Wood Frame:Double Pane with Low-E 16 0.320 5 SHOO:0.76 Orientation:Right Bide Door 3:Solid 16 0.300 6 Orientation:Right Bide Door 4:Giese 18 0.320 6 8M0C:0.76 Orientation:RIgM Bide Wan 9:Wood Frame,166 o.c. 100 21.0 0.0 B Orientation:Right Side Well 10:Wood Frame,16"0.0. 870 21.0 0.0 3B Orientation:Back Window 7:Wood Frame:Double Pane with Low-E 148 0.320 47 BMOC:0.76 Orientation:Beck Door 6:Glass 63 0.320 17 BMOC:0.76 Orientation:Back Door 8:Bond 38 0.300 11 Orientation:Back Well 11:Wood Frame,16"o.c. 602 21.0 0.0 33 Orientation:Left Side Window 8:Wood Frame:Double Pane with Low-E 2B 0.320 9 SMOG:0.76 Orientation:Left Side Floor 1:All-Wood Jalat/Rnes:Over Unconditioned Specs 964 38.0 0.0 25 Basement Weil 1:Solid Concrete or Masonry 774 0.0 13.0 43 Orientation:Front Weil height:B.9' Depth below grade:7.0' Insulation depth:8.0' Window 9:Vinyl Frame:Double Pane with Low-E 6 0.320 2 8X00:0.76 Orientation:Front Basement Wall 2:Solid Concrete or Masonry 535 0.0 13.0 30 Orientation:Right Bide Well height:8.6 Depth below grade:7.0' Insulation depth:8.0' Basement Wal 3:Bond Concrete or Masonry 774 0.0 13,0 42 Orientation:Back Wan height:8.9' Depth below grade:7.0' Insulation depth:8.0' Window 10:Vinyl Frame:Double Pane with Low-E 20 0.320 6 BMOC:0.76 Orientation:Beck Basement Wall 4:Solid Concrete or Masonry 535 0.0 13.0 29 Orientation:Left Side Wall height:8.9' Depth below grade:7.0' Insulation depth:B.0' Window 11:Wood Frame:Doubla Pane with Low-E 20 0.320 6 BMOC:0.76 Orientation:ne S Left Side Compliance Statement: The proposed balding design described hen la con - building plea,specMoetions,end other calculations submitted with the permit application.The proposed building ,''' '. tit 2010 New York Energy Conservation Conduction Code requirements in RESahedr Version 44.2 end to.. '�� r". ♦ eta Ilabd M the RESchas*Impugn Ethan7�I���„ Ethan P.Hell-Architect +, 202*a w i1 Project Title: New Residence u` : Report date:02/23/12 Data filename:Y:1Orsenntsln ResldawelCansbuctlon • Drawings • - • 7OA% y, Pape 2 of 8 Name TIS I Signature Protect Title: New Residence 8b Data filename:V13nembin ReNdencs\Conetnatbn DmNrgeGm.nebinrck Date Report date:02123/12 Pape 3 of 8 • • RIEScheck Software Version 4.4.2 Inspection Checklist Callings: O Ceiling 1:Raised or Energy Truss,R48.0 cm*Insulation Comments: Insulation must achieve NN height over the piste lines of exterior walls. 0 Ceiling 2:Raised or Energy Truss,R38.0 cavity Insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. O Calving 3:Cathedral Ceiling,R38.0 cavity insulation Comments: Above-0rede Wells: O Well 1:Wood Frame,1r o.o.,R-21.0 cavity Insulation Comments: O Wall 2:Wood Frame,18'oz.,R-21.0 cavity Insulation Comments: O Well 3:Wood Frame,16"o.o.,R-21.0 cavity Insulation Comments: 0 Will 4:Wood Frame,16'c.c.,R-21.0 cavity Insulation Comments: 0 Wall 0:Wood Frame,18.0.0.,R-21.0 avly Insulation Comments: 0 WWI 8:Wood Fame,18"o.o.,R-21.0 cavity Insulation Comments: ❑WM17:Wood Frame,18'o.c.,R-21.0 cavity Insulation Comments: 0 Wall 8:Wood Frame,16'o.c.,R-21.0 cavity Insulation Comments: ❑WaN S:Wood Frame,lit•o.c.,R•21.0 cavity Insulation Comments: O Wall 10:Wood Frame,18'o.c.,R-21.0 cavity Insulation Comments: O WaN 11:Wood Flame,16"a.c.,R-21.0 cavity Insulation Comments: Basement Walls: O Basement Wall 1:Solid Concrete or Masonry,8.9'ht/7.0'bg/6.0'Insul,R-13.0 continuous Insulation Comments: O Basement WaN 2:Bona Concrete or Masonry,8.9'ht 7 7.0'bg/13.0'haul,R-13.0 continuous Insulation Comments: O Basement Wall 3:Solid Concrete or Masonry,8.9'ht/7.0'bg/8.0'Instil,R-13.0 continuous insulation Comments: O Basement Weil 4:Scud Concrete or Masonry,8.9'ht f 7.0'bg/8.0'Imul,R•13.0 continuous Insulation Comments: Project Title: New Residence Report date: 02/23/12 Data filename:V:10raerstein Reeldence\Constnwtlon Drswings\DreensteIn.rck Paps 4 of 8 Windows: Q Window 1:Wood Frame:Double Pane with Low-E,U-faobr:0.320 For windows witnoullabeled Urfeotors,describe features: Wanes—Frame Type Thermal Break?—Yes—No Comments: U Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe Natures: Wanes—Frame Type Thermal Break?—Yes—No Comments: Q Window 3:Wood Freme:Double Pans with Low-E,U-factor 0.320 For windows without labeled U-fiobn,describe features: Wanes—Frame Type Thermal Break?—Yes—No Comments: Q Window 4:Wood Freme:Double Pane with Low-E,U-faobn 0.320 For windows without labeled U-factors,describe Natures: Wanes—Frame Type Thermal Break?_Yes—No Comments: U Window 5:Wood Frame:Double Pane with Low-E,Undo,:0.320 For windows without labeled U-factors,describe features: Wanes—Frame Type Thermal Break?—Yes—No Comment Q Window B:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe Natures: Wanes—Frame Type Thermal Break?_Yes—No Comments: U Window 7:Wood Freme:Double Pane with Low-E,U4actor:0.320 For windows without labeled U-factor,describe features: Wanes—Frame Type Thermal Break?—Yes—No Comments: O Widow B:Wood Frame:Double Pens with Low-E,U-factor 0.320 For windows without labeled U-factors,describe features: Wanes—Frame Type Thermal Break?—Yes—No Comments: Q Window B:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without lbeled U-factors,describe features: Wanes_Frame Type Thermal Break?—Yes—No Comments: Q Window 10:Vinyl Frame:Double Pane with Low-E,U-tactor:0.320 For windows without labeled U-factors,describe features: Wanes—Frame Type Thermal Break?—Yes—No Comments: Q Window 11:Wood Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe Saturn: Wanes—Frame Type Thermal Break?_Yes—No Comments: Doors: Q Door 1:Solid,U-factor.0.300 Comments: Up to 40 sq.fr.of this door is exempt from the U-factor requirement. U Door 2:Bold,U-factor 0.300 Project Title:New Residence Report date:02/23/12 Data 0leneme:Y:\Oresnaleln ReeldenanConstmdlon Drawings\Oreenateln.rCk Page 5 of 5 Cemmernts: ❑ Door 3:Sold,Udantor.0.300 Comments: ❑ Door 4:Gass,U-faces:0.320 Comments: ❑ Door 6:Olen,U-fwicr:0.320 Comments: ❑ Door 8:Solid,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Jolsllrruss:Over Unconditioned Spec,R-38.0 cavity Insulation Comments: Floor insulation is Installed In permanent contact with the underside of the subfloor decking. Alf Leakage: ❑ Joints cludtrq rim pte Junctions).attic aoaees openings,penetrations,and all other such openings In the building envelope that are sources of air leakage are sealed with caulk,gasksted,weatherstripped or otherwise sealed with an sir barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common wails between dwelling units,on exterior wells behind tubs/showers,and In openings between window/door jambs and framing. ❑ Recessed lights in the building ISMS envelops are 1)type IC rated and ASTM E263 labeled and 2)sealed with a gasket or caulk between the housing and the Interior wall or celang covering. ❑ Access doors separating conditioned from unconditioned specs are wesiher-snipped arid insulated(without Insulation compression or damage)to at Meet the level of Insulation on the surrounding surfaces.Where loose fill Insulation exists,a baffle or retainer Is Installed to maintain Insulation application. ❑ Wood-burning fkepleoss have gaskeMd doors and outdoor combustion air. ❑ Automatic or gravity dampers are metalled on all outdoor sir intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and Insulation Instillation compiles by either 1)a post rough-M blower door bet result of Mss then 7 ACH at 80 pascal OR 2)the Mowing items have been satisfied: (a)Ail banters and thermal barrier.Installed on outside of air-permeable Insulation and breaks or joints In the sir banter are filled or repaired. (b)CNNrngleltlo:Air banter In any dropped ailing/son Is substantially igned with Insulation and any gape are sealed. (o)Above grade walls:Insulation Is Installed In substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier M Installed at any exposed edge of insulation. (s)Plumbing and wiring:insulation is paced between outside and pipes.Belt insulation Is cut to fit around wiring and plumbing,or sprayed/blown Insulation extends behind piping and wiring. (C Comas,headers,narrow framing cavities,and rim joists are Insulated. (g)Showerltub on exterior wail:insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that ere thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.78.New windows and doom separating the gunroom from conditioned spas meet the binding thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed In accordance with the manufacturers installation Instructions. ❑ Insulation Is installed In eubeantie contact with IS autos being insulated and Ina manner that eohavee the rated R-velue. ❑ Materials and egWprram are identified so that compliance can be determined. ❑ Manufacturer manuals for all Staled heating end cooling equipment end service water heeling equipment have been provided. ❑ Insulation R-vekss and gazing U-factors ere clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts In ettioe are insulated to a minimum of R-8.AN other ducts in unto dltlaad spaces or outside the bWkOng envelope as Insulated to at Nest R-0. Duct Construction and Testing: Project Tide:New Residence Report deco: D2123112 Data filename:Y:\Oreensteln Resloence\Constructlon DrawingslOreensteln.rok Page 8 of 8 Building framing cavities are not used as supply ducts. AM joints of tapes,end maetla,Nquld sealants pwka�q or other approved clown systems.�pes,mastics,end fasteners rated UULt181 A or UL 181 B end are labeled according to the duct conetruotlon.Metal duct connections with equipment andlar fittings are rechmbally fastened.Crimp Joints for round metal ducts have a contact lap of M Islet l 112 Inches and are fastened with a minimum of three equally spaced sheeMneW screws. Exceptions: Joint and seams covered with spray polyurethane foam. on the exposed portion of the Where a prey Inaccessible duct connection exists,medwgbal fasteners can be equally spiced pint so as to prevent a hinge sited. Continuously welded and looldng-type longitudinal pints and seams on duce operating at less than 2 b.w.g.(500 Pa). • All ducts and sr bendier*are located within conditioned spore. Temperature Controls: aloe thermostat is installed to control the primary O Where the primary heating system M a forced Sr-fur ace,at least one programm Mating system and see lebpobts Initialized at 70�Mat have controls that prevent supplemental for operation when the O Heel pumps having supplementary sieolno•reslste compressor an meet the hating load. Heating and Cooling Equipment Sizing: • Additional requirements for equipment sizing am included by en Inspection for compliance with the International Residential Code. ▪ For ystems se g u documentation s been m�demonstrating compliance with 2009 IECC Commercial Building nd and/or multiple Water Hang 603 and 60 4). Circulating Service Hot Water Systems: o Circulating esrvios hot water pipes are insulated to R-2. • Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system Is not in use. Heating and Cooling Piping Insulation: • HVAC piping comwying fluids above 106 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Poole: • Heated swimming pools have an adoff heater switch. • Pool heaters operating on natural gee or I.PG have an electronic pilot light. • Timer switches on pool haters and pumps an present. Exceptions: Where public health Mandrils require continuous pump operation. Where pumps operate within solar and/or weW-heat recovery systems. O Heated swimming pools have•cover on or et the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum Insulation value of R-12. Exceptions: Covers are not required when 80%of the heating energy ls from as-recovered energy or ever energy source. Lighting Requirements: • A minimum of 60 percent of the lamps In permanently installed lighting fixtures can be categorized as one of the following: (a)Camped fluorescent (b)1-8 or smeller diameter linear fluorescent (a)40 lumens per watt for lamp wattage c.15 (d)00 lumens per vet for temp wattage a 15 and<•40 (e)80 lumens per watt for lamp weans a 40 Other Requirements: o Snow-and ks-melting systems with energy supplied from the service to a building shall Include automatic controls capable of shutting oft the system when a)the pavement temperature I above 50 degrees F,b)no precipitation Is felling,and a)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement b7. Certificate: O A ferment type and Is cy of sp on or n the electrical and water heating equipment The rceomrtmare does not cover or obstruct the visibility U-lacbr*;tYPs and atlbtenay of epee-cant of the circuit directory Mel,service disconnect label or other required labels. Report date:02/23/12 Data filename:Title:New Residence Page 7 of 8 Data flteneme:Y:\Oroeateln Rseldence\Consmcfbm Drnvinps\Orosalaln.rck Nt7TES TD FIELD:(BuNd nu Dep&tmSM Us.Only) Report date: 02123112 Project at wt Title New Residence Pepe 8 of 8 Date filename:Y:10reenaWn RsaldsncslCorutruodon DnwkpNOrunatatn.rck / 2010 New onservation York Energy V C Construction Code Certificate Calling!Roof x6.00 WM 21.00 Floor I Foundation 35.00 Ductwork(unconditioned W a1: 0.33 0.75 Door Window 0.32 0.76 Door Hating 6y.Mm:® Cooling 0ycteln: . _ -- — Water Hooter. D Nano: Date: Comments: