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31A-158 79 MAYNARD RD BP-2019-1417 GIS#: COMMONWEALTH OF MASSACHUSETTS MawBlcck:31A- 158 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category New Single Family House BUILDING PERMIT permit# BP-2019-1417 Proiect4 JS-2019-002291 Est.Cost:$364000.00 Fee:$2272.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License. Use Group: RONALD BERCUME 001848 Lot Size(so.R.1: 13416.48 Owner: BAINS REKHA Zoning: URB(IODy Applicant: RONALD BERCUME AT. 79 MAYNARD RD Applicant Address: Phone: Insurance: 25 SYLVIA HEIGHTS (413) 374-50500 SOLE PROPRIETOR HADLEYMA01035 ISSUED ON.612712019 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCTION NEW SFH WITH SMALL APARTMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Sienature: FeeType: Date Paid: Amount: Building 6/27/20190:00:00 $2272.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner r-0,&&d1�21a442 File#BP-2019-1417 APPLICANT/CONTACT PERSON RONALD BERCUME ADDRESS/PHONE 25 SYLVIA HEIGHTS HADLEY (413)374-5050 0 PROPERTY LOCATION 79 MAYNARD RD MAP 31A PARCEL 158 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 4a7 Building Permit Filled out Fee Paid TvceofConstruction, CONSTRUCTION NEW SFH WITH SMALL APARTMENT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included; Owner/Statement or License 001948 3 sets of Plans/Plot Plan THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: _Approved_Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER:§ Finding Special Permit Variance• Received& Recorded at Registryof Deeds Proof Enclosed_ _Other Permits Required: Curb Cutfrom DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management mo' ' n Delay Signa of mg Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. • Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning& Development for more information. Department use only "- City of Northampton Status of Permit: ..�/� Building Department Curb Cut/Dnveway Permit 212 Main Street Sewer/Septic Availability . 1 Room 100 WaterANell Availability Northampton, MA 01060 T"Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans — n APPLICATION TO CONSTRUCT,ALTER,RE AIR,M E OR TWO FAMILY DWELLING SECTION 1-SITE.INFORMATION 1.1 ProoerteA ldnew to b1e completed by office Ot 1 Unn Zone Oveday District Elm SL District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Ownneer oof,Record: me(Prim) ' e Curtem Mailing Atltlrass: SR-y- C�s{�za r�t ✓ ne >� ALO /. L.-?Telephone Signature 2.2 Authorized Agent: Name Print) Curtem Mailing Atltlresa: Signature Telephme SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicalint 1. Building 3 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 8 3. Plumbing •i Building Permit Fee 4. Mechanical(HVAC) d a�Z 00 5. Fire Protection 6. Total=(1 +2«3+4.5) . ! Check Number This Section For Offlclal Use OnIv Date Building Permit Number Issued. Signature: Budding Commissionerllnspector of Buildings peps 13efCu t�uilc4z( s @ chatAtr. EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This mimnn m be filled or by Building Depasro mt Lot Size Frontage ��• Y� Setbacks Front i?v Side L__ R: 4�sj Rear A9*1 Building Height X7/l Bldg.Square Footage _ ! Open Space Footage (tot arm mmm bldg&paved #of Parkin Spaces 17— Fill Fill volume&l.awaml A. Has a Speciai Permit/Variance/Finding ever been issued for/on the site? NO ® DONT KNOW O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. NAI the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb aver 1 acre? YES O NO IF YES,then a Northampton Stone Water Management Permit from the DPW is required. RECTION S DESCRIPTION OF PROPOSED WORK Icheck all applicable) New House ® Addition ❑ Replacement Windows Alterabon(s) ❑ Roofing ❑ 0, Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs ID] Decks Iq Siding[0] Other[p] Brief Description of Proposed Work: 6242,;k. Si�iAst c Ci.✓�r�li V44dE k„ry sigh,/. w - Alteration of ewsbng bedroom_Yes_No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _Yes No Plans Attached Rall -Sheet Ss. If New house and or addition to existing housing, complete the following a. Use of building: One Family Two Family /— Other b. Number of rooms in each family unit: -P1;1 - Number of Bathrooms .$ c. Is there a garage attached? T� t i- tl. Proposed Square footage of new construction. 3.1� Dimensions �7 e. Number of stories? I. Method of heating? Fireplaces or Woodstoves 4ze Number of each. g. Energy Conservation Compliance. W, 4 Masscheck Energy Compliance form attached?^ G f K Type of construction x!E5I< i. Is construction within 100 ft.of wetlands?—Yes ✓No. Is construction within 100 yr. floodplain_Yes i(I No j. Depth of basement or cellar floor below finished grade,Ds� k. Will building conform to the Building and Zoning regulations? 4-� Yes No. I. Septic Tank_ CitySewer v- Private well City water Supply SECTION To-OWNER AUTHORIZATK)N-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject propa hereby authorizeB��'('�(iAlE' /v�jQi�///'. ��[l✓J to act n my behalf, in all matters relative to work aulhonzed by�iis —g pent appfim lion. Signature of Ovmer Date I,�/�,�./��.lj,' 1?F,�/`moi .G- as Owner/Authorized Agent hereby declare that th statements aria info_rmahon on the regoing applicabon are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Prim Name Signature of OveerAgent Dale SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Ucanae Number e i y%-3fJ Address Expiration Date Signature Telephone S.Realstered Homs Imcrovamem Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Dale Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L o:152,§25C(8)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes...1rCl- No...... ❑ City M Nodhamp. emkkv D"NRUR n 212 Muir Sbcet ;p Room 100 *�W. Nota Mptan MA 01050 ph"4MM7-1240 Fe.41S.557-T272 A"LCANON TO COMfIRUOT.ALTER,RGJ AIR.RENOVATE OR OEMOLIaHA ORE OR BEOppl1' Lt v.00wro AtlJti. `4ECTION:..ROPERM1 de.RMYG,�— ..N.� 2ammodreret wm.nm) cmv. rHwnm. I IWn ELtlmeVN Cen IOeNn)ro Da •. OIE[IN Ur OnN n lom 1. kR v i+)MuidnC PMtal FN 2. E� -40 ' (b)EatmaW6T�ILCHM Conmvmd�kdn MuIIBrpM1 F" a. MMNi11NVAG) d''OB17 /' S.FIn PmlFatlon 6. TOW=P•2•J.1.55 D. ! CM<1[N�ndr. Bwtl��q Pelm:1 X .bn. I� SynxeA BWpp La�mWmv+nopetla cFOdMgt OW EMAIL ADDRESS(REOUIReD: EITHER HOMEOWNER OR CONTRACTOR) oma. Oft ❑ N sigm IFO deY. (p �+o7O1 aNn/O e,w a.bmwn aFtwo..n :Jenwna«sby eea,bwn_r«_Na eddro nw baboon r« No /�awE NrrWaa ienwabp uriM1nnnee E«ement rea_No VW.aeia�ae Rb -511W L Jx al bui«rq Om Femtly_ 1MO FYnIIr !�� qMt U. Numper at rvan.mNbfen�I�ua'�l r9rrdy Nuepva Yu,¢«. .5 G YM.pvap.aWlrCi�(.(q_ virowae xa.,e r a. mapaaaw canervamn. 3�^ff _o««pais.fj.'�� x f-X t •' Nambe,anan«� 2 . amxmnanenmgvd9vn, Fx.a.N.b,waee.mw�'�rwme.ra«uL a. En.�gv cs..r,.nb,cagn.nN may__w«o.a e�vr csp.aN robn m«e.ar 4t r n rra.a N«wNw� Dov�� ,. is wM Nan wMNn t W n.or yatlaMs°_r.. v" No �.OM•INatian Mvtlun t W rr. IbobpNm_v«�Nb rxw�amasn.abartm.eab.nnNnee ena. vy k. wNI WYtiiq Nnmrmmtlw Bu&Mry w+tl zavnp repu4tloN1 �v«_1b. L Sa✓ TH_ Cry Sawr_J= Prnxe rwM1Ur.wrScal ON1161Y �6PtE�iOR 81r4111a9/�f oOr aIUN LmNb m xt on mr esbN+ m®m«w.b.m.mw�eanm iW' ,.�u+a eaooriaem. aaem nwmr o.d•b wt ur Naemeno�m�n�auon s �aw•ro.odtioan en bbe a.. m ev beN amy a^aMW4• aim oaaer Sgn.n umbr tlt•a.Pa.na aanaaea of ponun. FnN N«. a or City of Northampton t4assachusetts / a^ a DSPARA!ffirT OF BAILnZAG 2AAFSCT2GAa �\ 212 min etraot • M icipai suilain0 Aur=zt0n, M 01060 AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes. Prior to performing work on such homes,a contractor most be registered as a Home Improvement Contractor("HIC"). M.G.L.Chapter 142A requires that the"reconstruction,alteration,renovation,repair, modernization, conversion, improvement,removal, demolition,or construction or an addition to anypreexisting owneraccupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence a building"be done by reAstered contractors. Note.If the homeowner has contracted with a corporation or LLC,that entity must be registered Type of Work: Est.Cost: Address of Work: Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): _Work excluded by law(explain): _Job under$1,000.00 Owner obtaining own permit(explain): _Building not owner-occupied Other(specify): OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBH,ITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: Date Contractor Name HIC Registration No. OR: Notwithstanding the above notice,I hereby apply for a building permit as the owner of the above property: Date Owner Name and Signature City of Northampton —,, Massachusetts � "•:4 �iA Z I rMwan or Bmwrm rMBrl row �; g 212 Lin 3"c t • Municipal Building Nnrtha ten, to 01060 Massachusetts Residential Building Code Section I IO R5.L2 Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Section 110.R5.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.85,provided that if a homeowner engages a person(s) for hire to do such work,then such homeowner shall act as supervisor. Such homeowner shall submit to the Building Official, on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. City of Northampton "f Massachusetts d.'PM21ffi2S OF sorzozxc ixspac2•zoxs 212 Min Stn t •MuninipNl Building .l C Nontho n, N 01060 0 Debris Disposal Affidavit In accordance of the provisions of MGL c 40, 554, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: 7� //1ilAY/ItiyITO iP/J. (Please print house number and street name) Is to be disposed of at: '&&- 'fes t1 (Pleas pont name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: mpany ame—'fwd AdZAedress) Signature of ennit App icant or Owner Date If, for any reason,the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. n` The Commonwealth of Massachusetts Department of IndustrialAccidems 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia VWorkers'Compensation Insurance Affidavit:Builders/Contraetors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business fy-ganbatiowhis ividua0: Address: City/State/Zip: Phone#: Areyou m employer'Ckaktheoppropriate box: T eoli meet W P 1 (required): I.E]I am aemployerwith emPloycm(h1leMtm Port-time)' 7. ®New Construction 2 I am aspic Mindoro,penacrhip and have an employ.,working for nu in g. [3 Remodeling any rapacity.[No workm'comp.insurmce required.] 3.❑l am a hameowner doing all work myselr(No workeri comp.Insmance required.]' 9. ❑Demolition 4.11 1 an a homeowner and will m being10[3 Building addition mntracmn to cwducr ill work on my pmmrty_ Iwill rnsme tlml ell wno-acmrs eithchave wmkns•mnmcnmtiov immmemam sole IL❑Electrical repairs or additions proprietors with no employes. 12.❑Plumbing repairs or additions S[:jIgas agrw,al contru:tor and l have hated we suhmntr .hied on the amched sbeeL msurme? 13.� oo Rf repairs 'lltese sWr.contmcmrs have e�byca atMluve worker'comp. fi.❑We ate a corporation and its oR en have eachased Heir right ofesemption per MGL c. 14.[-]Other 152,§1141,and we have an noployea.[No workers'comp.insurance required.] 'Any applicent that checks box#1 most also fill out on,genion below showing their wodrers compensation polity mhrmmion. 'Homeowners who submit this affidavit indicating thry are doing all work and th n him ouraile connectors must submit a new affidavit indicating such. :Connectors that,hek this boa must mohnd an addomisl slw�,showing the name of Ne sub-contractors and stmt wh uv,or and those amid-ha- employees. Ifthe subcontractors have employes,they must provide their worse 'WW.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins.Lie.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'eompemation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL e. 152,g25A is a criminal violation punishable by a fine up to 51,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator.A copy ofthis statement may be forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. I do hereby certify under the pain/s�andd penaleies of perjury that the information provided above is mile andcorrect Sianature: ';ie �{��_ Date' Phone#: 5�/�' -F7-X J—/J_C'IJ Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: LIST OF CONTRACTORS Springfield woodworking Creative space Hathaway const K & L const Campbell ironworks Tower elec Kowal & sons const M & J const J & M framing Caldor door Infinite granite Barlow const Gilbert Insul Karls Excav Chameleon painting Merle plastering EWS plumbing George propane Zelgen siding Contemporary stairs B K tile Grand central vac Permit No. D08-19 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 05/03/19 Check M 5809 FEE: $250.00 Proposed driveway must be staked and address and/or lot number Posted Public Shade Trees are Protected by MGL Chanter 87. Do not cut, trim or remove any trees on City Property without the express written nermission of the Tree {Marden. The undersigned respectfully petitions The Department of Public Works for: A new Curb Cut Permission to install a driveway at: 79 MAYNARD RD. Fifteen(15)foot maximum width from street line to property line. Gutter drainage not to be disturbed. . All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. The first one hundred(100)feet of the driveway surface shall be paved as soon as possible if the grade of the proposed driveway exceeds 3%at any point in the fust one hundred(100)feet. Homeowners will be held responsible for any costs to the City of Northampton in the event of a washout of this driveway.City is not responsible for culverts installed under driveways in City layout. Code of Ordinances §350-8.8 providing standards for private,individual driveways as most recently amended,must be followed. No excavation is authorized without a valid trench permit in addition to this Permit. By: Ronald BercumeBercume Construction LLC Telephone: 413-374-5050 bercumebuilders@charter.net Signature: Superintendent—Tree Warden Highway Superintendent Date Forestry,Parks&Cemetery Date Proposed Location& Tree Protection �1/,, / �� 'ons 149 J 7 / ,[l L Tree Protection& Gravel Base Grade Inspected Final Approval Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDMONS/ &2) Permit No. DOS-19 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. 1 will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. 1 further agree that if in the inspections,any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By. Name: Ronald Bercume/Bercume Construction Address: 25 Sylvia Heights Hadley, MA 01035 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants,a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc: Building Inspector i N 44'39'39' E 89.49' vux wog ice, v4¢ ie v4m¢�e z N 4 n 5 44'39'39' W 99.48' MAYNARD ROAD "PROPOSED IMPROVEMENT LOCATION" PLAN OF LAND IN NORTHAMPTON, MASSACHUSETTS PREPARED FOR ,yam, BERCUME BUILDERS { R4w SCALE. 1'=20' JUNE 4„ 2019 87 ¢. HAROLD L. EATON AND ASSOCIATES, INC. iva REGISTERED PROFESSIONAL LEND SURVEYORS 235 RUSSELL STREET - HADLEY - MASSACHUSETTS 413-584-7599 413-585-5976 (fax) emal - hlealon@o I,com e' 80' 40' 60' ENERGY STAR v3 . 1 Home Verification Summary Property Organ nation HERS Ronald Bercume Noonan Energy Corp ProiectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073.0680 Northampton,MA 01060 Paul J. DeRaTorre Rater ID:8776762 Weather.Chicopoe, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercurne_79 Maynard Rd_ Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area (sq ft) 3640 ENERGY STAR HERS Index Target 62 Conditioned Volume (cubic ft) 30604 HERS Index w/o PV p 55 Insulated Shea Area (sq ft) 8604 HERS Index -&JL9ZA 7.�- 55 Number of Bedrooms 5 Housing Type Single-family detacied Foundation Type Unconditioned basement This home DOES NOT MEET the energy efficiency requirements for designation as an EPA ENERGY STAR Version 3.1 Certified Home. ® HERS Index w/o PV<-ES HERS Index Target to comply. Building Shell Ceiling Blown,At 0 Win Seal —.=O 0 Vaulted Ing None indow/ Ratio 0.24 Above Gra Its R-21 Infiltre wer door Found. Wall d) Now I g: 2.60 Clg:llascaLs ACH50 Found. Walls( d) Unins t age t ide 40.00 CFM 0 2call rs R- .029 T Duc kage 100.00 CFM® Sla Mechanical Systems Heating Fuel-fired air distribution, 78.0 kBtuh, 97.0 AFUE. Cooling Air conditioner, 40.5 kBtuh, 14.0 SEER. Water Heating Instant water heater, Prop, 0.97 EF. Programmable Thermostat Heat-Yes; Cool-Yes Ventilation System Balanced: ERV, 110 cfm,60.0 watts. Lights and Appliances Interior LED Lighting (%) 100.00 Clothes Dryer Fuel Propane Refrigerator(kWh/yr) 691.00 Clothes Dryer CEF 2.32 Dishwasher Energy Factor 0.46 Clothes Washer LER 704.00 Ceiling Fan (cfm/Watt) 0.00 Clothes Washer Capacity 2.87 Range/Oven Fuel Electric - Note: Where feature level varies in home,the dominen:value is shown. REM/Rate- Residential Cnergy Analysis and Rating Software v15.7.3 This information does not c,nstitute any warranty of energy costs or savings. 01985-2018 NORESCO, Boulder, Colorado. Air Leakage Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton, MA 01060 Paul J. DellaTorre Rater ID:8776762 Weather.Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercurne_79 Maynard Rd_ Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.15 0.11 ACH @ 50 Pascals 2.60 2.60 CFM @ 25 Pascals 845 845 CFM @ 50 Pascals 1326 1326 Eff. Leakage Area (sq.in) 72.8, 72.8 Specific Leakage Area 0.000141 0.00014' ELA/100 sf shell (sq.in) 0.851 0.85 CFM501sf shell 0.150.15 Duct Leakage Leakage to Outside Units ducts CFM @ 25 Pascals 40 CFM25 / CFMfan ArT C C Std 1 C r Std 15 FA C 50 Pasta E akage A A T I EffiT Un Total Duct Leakage 0.0275 Ventilation Mechanical Balanced ASHRAE ASHRAE Adj. Sensible Recovery Eff. (%) 65.0 62.2-2010 62.2-2013 Adj. Total Recovery Eff. (%) 75.0 Rate (cfm) 110 81 109 Hours/Day 24.0 24.0. 24.0 Fan Watts 60.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building requirement under that version of the standard.The 67.2-2013 rate incorporates any appropriate Infiltration credit'. Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours Per day using a doubled flow rate, as long as the system,provides ventilation at least once every 3 hours. For more detail, refer to the appropriate standard. REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not ccnstitute any warranty of energy costs or savings. 01985-20^.8 NORESCO, Boulder, Colorado. Equipment Sizing Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DellaTome Rater ID:8776762 Weather:Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Heating Calculated Peak Load (kBtu/hr) 59.9 Infiltration 5.3 Envelope 54.6 Sizing Factor(%) 100.0 Heating Equipment Capacity(kBtu/hr) Required 59.9 Specified 78.0 Cooling Calculated Peak Load (kBtu/hr) 35.6 D 9r( 0ip Ca (kBtu/T 6d T .5 Specified SHF 0.7 Required Sensible 31.98 Specified Sensible 28.35 Required Latent 3.58 Specified Latent 12.15 REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. 01985-20,8 NORESCO, Boulder, Colorado. Quick Analysis Property Organization HERS Ronald Bercume Noonan Energy Corp ProiectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:OD73-0680 Northampton,MA 01060 Paul J. DeRaTorre Rater ID:8776762 (1 Weather.Chimpee,MA Builder �..�g'D.& Registry ID:�.w-. contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Projected Rating: Based on Plans - Field Confirmation Required. Design Load (kBtu/hr) Total Area (sq ft) Heating 59.9 Door 60.0 Cooling 35.6 Ceiling 2281 Skylight 0.0 Annual Load (MMBtu/yr) Duct 1419.6 Heating 75.2 Cooling 12.3 Ratios Water Heating 14.3 Window-to-Wall 0.239 Window-to floor 0.234 Annual Consumption (MMBtu/yr) Heating 78.9 Window Area by Orientation (sq ft) Cooling 3.2 North 248.1 Water Heating t29.1 4.0 heart 0.0 Lights It Appliance 314.2 Photovoltalcs 0.0 o ast 0.0 Total 5.2 So 56.0 st 0.0 Annual Energy Cost ($/yr) 2331 Heating V . 9 North FT0.0 Cooling Water Heating 259 Codes Lights Et Appliances 1106 IECC 2018 UA Fails Photovoltaics .0 IECC 2018 Performance Fails Service Charges % IECC 2015 UA Passes Total 3539 IECC 2015 Performance Passes Total Area (sq ft) IECC 2012 Code Fails IECC 2009 Code Fails Conditioned Space 3640 IECC 2006 Code Fails Shell Area 8604 Iowa Code Fails Above Grade Shell Area 8484 Michigan Code Falls Foundation Wall 1733.4 Illinois Cade Passes Slab Floor 0 NY-ECCC 2016 Performance Fails Floor 2281 North Carolina Code Fails Rim And Band Joist .354.0 North Carolina HERO Fails Above-Grade Wall 3688.0 Window 851.4 REM/Rate-Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. 01985.2018 NORESCO, Boulder, Colorado. Quick Analysis Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DeRaTorre Rater ID:8776762 Registry ID: Weather.Chicopee,MA Builder contemporary on Maynard Ronatd Bercume HERS-0073 0680_Ronald Bercume_79 Maynard Rd_ Projected Rating: Based on Plans - Field Confirmation Required. Programs EPA ENERGY STAR 3.0 Fails EPA ENERGY STAR 3.0 Topics Fails EPA ENERGY STAR 3.1 Fails EPA ENERGY STAR 3.2 WA,OR Falls EPA ENERGY STAR 1.1 MF INC Falls Tax Credit Fails DOE Zero Energy Ready Home Fails HERS Index (with IAF) 55 IECC 2015 ERI 57 ECC 2018 ERI 59 WH Infiltration Natural ACHU 0.14 ACH50 (Pa) 2.60 CFM50(Pa) 1326 EIA(sq.1n) 72. SIA CFM50/sf shell FT WH Ventailation (continuous) Type B.'anced Asls (equiv. cfm) 110 62.2.2010 (cfm) 81 62.2.2013 (cfm) 109 REM/Rate- Residential Fnergy,Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. 0 1985-2013 NORESCO, Boulder, Cotoado. Page 2 of 2 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating Ho:0073.0680 Northampton,MA 01060 Paul J. DeRaTorre Rater ID:8776762 Weather.Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd- Property/Builder Information Building Name contemporary on Maynard Owners Name Ronald Bercume Property Address 79 Maynard Rd City, St, Zip Northampton,MA 01060 Phone Number 413-374-5050 Builder's Name Ronald Bercume Phone Number 413-374-5050 Email Address bercumebuildem@charter.net Plan/Model Name Contemporary on Maynard Community/Development Identifier/Other Organization Information Organization Name Noonan Energy Corp Address 86 Robbins Road City, St, Zip Springfield ,MA 01169 Phone Number 413-427.2423 Website www.noommenergy.com Rating/RESNET Information Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Paul J. Della-forre RaterslD 8776762 Raters Email pauld®noonanenergy Last Field Insp Rating Type ProjectedWorstCase Reason for Rating New Home Rating Number 0073-0680 Rating Permit Date 05/21/2019 REM/Rate-Residential Energy Analysis and Rating Software v15.7.3 This Information does not constitute any warranty of energy costs or savings. 01985.20'8 NORESCO, Boulder, Colorado. Building Summary Property Organtration HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton, MA 01060 Paul J. DeRaTorre Rater ID:8776762 Weather:Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ General Building Information _ Area of Conditioned. Space(sq ft) 3640 Volume of Conditioned. Space 30604 Year Built 2019 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 5 Foundation Type Unconditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 2 Thermal Boundary Location REM Default Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Jo Value Height(ft) Below Above Combo' (wall only) _ Grade(ft) Grade(ft) 0 front Uninsulated'O" Uncond 45.8 8.0 6.0 2.0 0.280 1.506 bsmt->amb/ilmd 0 left Uninsulated'0*' Uncond 42.4 8.0 6.0 2.0 0.280 1.506 bsmt->amt rgmd 0 back Uninsulated'0" Uncond 66.5 8.0 6.0 2.0 0.282 1.506 bsmt->amb/gmd 0 right Uninsulated'O" Uncond 22.0 8.0 6.0 2.0 0.282 1.506 bsma>amb/gmd 0 to garage Uninsulated'0" Uncond 40.0 8.0 6.0 2.0 0.282 1.506 bsmt- garage/gmd ' Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library List Foundation Wall: Uninsulated*O** Type Solid concrete or stone Thickness(m) 8.0 Studs None Interior Insulation Continuous R-Value 0.0 REWRate- Residential Energy Analysis and Rating Software v15.7.3 This information does not c. nstitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427.2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DeltaTorre Rater ID:8776762 Weather.Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume 79 Maynard Rd_ Foundation Wall Library ListUK Frame Cavity R-Value 0.0 ~ Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wait Ins bottom 0.0 it below grade Note Frame Floor Information Name Library Entry Location Area(sq ft) Jo Value 1st to ucbsmnt R-38 Btwn cond a uncond 1878 0.029 bsmt 2nd to gar c rR Btwn rand B garage 403 0.029 Frame Floor Library List Floor. R-38 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 38.0 Cavity Insulation Thickness(in.) 11.5 Cavity Insulation Grade 1 Joist Size(w x h, in) 1.5 x 11.5 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Rim and Band Joist Information Name Location Arealsq ftContinuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade O to amb Cord-> 177.00 0.0 21.0 5.5 16.0 1 0.047 ambient REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 3 of 14 F Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedworstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DellaTome Rater ID:8776762 Weather:Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680-Ronald Bercume 79 Maynard Rd_ Rim and Band Joist Information Name location Area(sq it) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade 0 to gar Cord-> garage 40.00 0.0 21.0 5.5 16.0 1 0.047 1st to amb Cord-> 97.00 0.0 21.0 5.5 16.0 1 0.047 ambient 1st to gar Cord-> garage 40.00 0.0 21.0 5.5 16.0 1 0.047 Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Vaiue 1 to amb R-21 Cond -> ambient Medium 1552.00 0.058 1 to gar R-21 Cond -> garage Medium 353.00 0.058 2 to amb R 21 Cord -> ambient Medium 1663.00 0.058 1st to ucbmnt R15 Cord -> uncond bsmt Medium 120.00 0.079 Above-Grade Wall Libras v List Above-Grade Wall: R-21 Information From Qulck FO Screen Walt Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation(R-Value) 21.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note Above-Grade Wall: R15 - Information From Quick FIR Screen Walt Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 REM/Rate- Residential inergy Analysis and Rating Software v15.7.3 This information does not c institute any warranty of energy costs or savings. 01985-2C 18 NORESCO, Boulder,Colorado. Page 4 of 14 :; i 4 F Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating Ho:0073-0680 Northampton,MA 01060 Paul J. DeRaTorre Rater ID:8776762 Weather:Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd- Above-Grade Wall Library List Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Window Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth TO Top To Btm Winter Summer Winter Summer Assignment (Sgft) (ft) (ft) (ft) Shading Shading Shading Shading 0 FW FndWall 1 West 0.280 0.350 3.10 0.0 0.0 0.0 0.85 0.70 None None 0 LW FndWall2 North 0.280 0.350 3.10 0.0 0.0 0.0 0.85 0.70 None None OBW FndWall3 East 0.280 0.350 6.20 0.0 0.0 0.0 0.85 0.70 None None 1 FW AGWaII 1 West 0.280 0.350 30.00 0.0 0.0 0.0 0.85 0.70 None None 1 FW AGWAL 1 West 0.280 0.350 12.00 0.0 0.0 0.0 0.85 0.70 None None 1 FWD AGWall1 Wert 0.280 0.350 21.00 5.0 3.0 10.0 0.85 0.70 None None 1 FW AGWall1 West 0.280 0.350 10.00 5.0 1.0 3.0 0.85 0.70 Some Some 1 FW AGWall. 1 West 0.280 0.350 14.00 5.0 1.0 3.0 0.85 0.70 Some Some 1 FW AGWaU 1 West 0.280 0.350 8.00 0.0 0.0 0.0 0.85 0.70 Some Some 1 LW AGWaII 1 North 0.280 0.350 6.00 0.0 0.0 0.0 0.85 0.70 Some None 1 LW AGWaII 1 North 0.280 0.350 8.00 0.0 0.0 0.0 0.85 0.70 None None 1 LW AGWall1 North 0.280 0.350 72.00 0.0 0.0 0.0 0.85 0.70 None None 1 LW AGWall1 North 0.280 0.350 24.00 0.0 0.0 0.0 0.85 0.70 None None 1 LW AGWall1 North 0.280 0.350 45.00 0.0 0.0 0.0 0.85 0.70 None None 1 LW AGWalt t North 0.280 0.350 18.00 0.0 0.0 0.0 0.85 0.70 None None 1 BW AGWalt 1 East 0.280 0.350 45.00 1.0 3.0 8.0 0.85 0.70 Now None 1 BW AGWall 1 East 0.280 0.350 18.00 1.0 1.0 3.0 0.85 0.70 None None 1 BW AGWall 1 East 0.280 0.350 56.00 8.0 1.0 8.0 0.85 0.70 None None 1 BW AGWalt 1 East 0.280 0.350 30.00 8.0 1.0 8.0 0.85 0.70 None None 1 BW AGWall 1 East 0.280 0.350 6.00 8.0 1.0 8.0 0.85 0.70 Now None 1 BW AGWaII 1 East 0.280 0.350 36.00 8.0 1.0 8.0 0.85 0.70 None None 1 BW AGWaN 1 East 0.280 0.350 6.00 8.0 1.0 8.0 0.85 0.70 None None 1 RWD AGWaN 1 South 0.280 0.350 21.00 5.0 2.0 9.0 0.85 0.70 None None 2 FW AGWall3 West 0.280 0.350 60.00 1.0 1.0 6.0 0.85 0.70 None None REM/Rate- Residential energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 5 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp PrejectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0687 Northampton,MA 01060 Paul J. DellaTome Rater ID:8776762 Weather.Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Window Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Bonn Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading 2 FIN AGWall3 West 0.280 0.350 30.00 1.0 1.0 6.0 0.85 0.70 None None 2 FIN AGWall3 West 0.280 0.350 45.00 1.0 1.0 3.5 0.85 0.70 Some Some 2 LW AGWall3 North 0.280 0.350 6.00 1.0 1.0 4.0 0.85 0.70 Some Some 2 LW AGWall3 North 0.280 0.350 45.00 1.0 1.0 3.5 0.85 0.70 None Now 2 LW AGWall3 North 0.280 0.350 15.00 1.0 1.0 3.5 0.85 0.70 Some Some 2 LW AGWall3 North 0.280 0.350 6.00 1.0 1.0 4.0 0.85 0.70 Some Some 2 BW AGWall 3 East 0.280 0.350 45.00 1.0 1.0 5.0 0.85 0.70 Some Some 2 BW AGWaII 3 East 0.280 0.350 30.00 1.0 1.0 6.0 0.85 0.70 Some Some 2 BW AGWall3 East 0.280 0.350 30.00 1.0 1.0 6.0 0.85 0.70 None None 2 BW AGWall3 East 0.280 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None None 2 RW AGWall3 South 0.280 0.350 15.00 1.0 1.0 6.0 0.85 0.70 None None 2 RW AGWall3 South 0.280 0.350 20.00 1.0 1.0 8.0 0.85 0.70 None None Door Information Name Library Entry Nall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area 0 to amb Steel-Themo TDoor FndWall 3 20.0 0.139 6.3 No 1 to garage Steel-Themo TDoor AGWaII 2 20.0 0.139 6.3 No 1st to ucbmnt Steel-urth w/brk AGWaU 4 20.0 0.189 4.3 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sg ft) Area(sg ft) Color Barrier Ctay Tiles Ventilation lst to attic R-49 519.00 649.00 Medium No Attic 0.020 No No Blown,Attic 2X4 2nd to attic R-49 1762.00 2203.00 Medium No Attic 0.020 No No Blown,Attic 2X4 Roof Library List Ceiling: R-49 Blown,Attic 2X4 REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. 01985.2018 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DellaTorre Rater ID:B776762 Weather.Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume-79 Maynard Rd_ Roof Library List Information From Quick Fill Screen Contlnous Insulation(R-Value) 35.0 Cavity Insulation(R-Value) 14.0 Cavity Insulation Thickness(in) 3.5 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 3.5 Insulated Framing Spacing(in o.c.) 24.0 Framing Factor- (default) 0.1100 Ceiling Type Attic Note REM/Rate- Residential Energy Analysis and Rating Software V15.7.3 This information does not constitute any warranty of energy casts or savings. 01985-2618 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organiution HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. Deltai Rater ID:8776762 Weather.Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Mechanical Equipment Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Heat: 97 AFUE LP Fur 78K SystemType Fuel fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 78.0 Seasonal Equipment Efficiency 97.0 AFUE Auxiliary Electric 383 kWh/yr Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 Cool: 14SEER A/C 40.5K System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 40.5 Seasonal Equipment Efficiency 14.0 SEER Sensible Heat Fraction(SHF) 0.70 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 DHW: On Demand EF.97 LP Water Heater Type Instant water heater REM/Rate- Residential Energy Analysis and Rating Software vl 5.7.3 This information does not canstitute any warranty of energy costs or savings. 01985-2r 18 NORESCO, Boulder, Colorado. Page 8 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413.427-2423 Rating No:0073-0680 Northampton, MA 01060 Paul J. DellaTorre Rater ID:8776762 Weather:Chicopee, MA guilder contemporary on Maynard Ronald Bercurne HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Mechanical Equipnieit Fuel Type Propane Energy Factor 0.97 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Va(ue) 0.0 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies Ali bath faucets Ft shower;< 2v' ^ false Ali DHW pipes fully insulated >- k : false RecircuLation type None(standard system) Farthest fixture to DHW heater 50 TOTAL Plpelength for longest DHW run 75 DWHR unit present? false DHW Diagnostics dhwGpd 67.60 PeRatio 0.68 dishwasherGpd 5.88 clothesWasherHotWaterGPD 5.08 EDeff 0.95 ewaste 24.32 tmains 55.40 dwhrWhlnletTempAdj 0.00 pumpConsNwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software vl 5.7.3 This information does not constitute any warranty of energy casts or savings. 01985-2(18 NORESCO, Boulder, Colorado. Page 9 of 14 J 4 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DellaTorre Rater ID:8776762 Weather.Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Duct Systems Name ducts Conditioned Floor Area(sq ft) 3640.0 #of Returns 7 Heating System 97 AFUE LP Fur 78K Cooling System 14SEER A/C 40.SK Supply Duct Surface Area(sq it) 737.1 Return Duct Surface Area(sq H) 682.5 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 40.00 CFM®25 Pascals Supply Only 'I,a Applicable Return Only Not Applicable Total Duct Leakage 100.00 CrM 0 25 Pascals Duct Tightness Test Postconstruction Test Test Exemptions IECC FALSE RESNET L[0 FALSE ENERGY STAR Lt0 FALSE Type Location Percent Location R-Value Supply Unconditioned basement 55.0 6.0 Conditioned space 10.0 6.0 Attic, exposed 35.0 8.0 Return I1�cundltioned basement 60.0 6.0 G,xnditioned space 15.0 6.0 Attic, L-nosed 25.0 8.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not constitute any warranty of energy costs or savings. O 1985.2(18 NORESCO, Boulder, Colorado. Page 10 of 14 NM' , Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DeltaTome Rater ID:8776762 Weather:Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Infiltration and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 2.60 ACH 0 50 Pascals Cooling Season Infiltration Value 2.60 ACH O 50 Pascals Shelter Class 4 Cade Verification Tested Mechanical Ventilation for IAQ Type Balanced Rate(chm) 110 Adjusted Sensible Recovery Efficiency(%) 65.00 Adjusted Total Recovery Efficiency(%) 75.00 Hours per Day 24.0 Fan Power(watts) 60.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This Information does not constitute any warranty of energy costs or savings. 01985-2f IS NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton,MA 01060 Paul J. DeOaTome Rater ID:8776762 Weather.Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Lights and Appliances Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven No Dishwasher Energy Factor 0.46 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing No CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not c institute any warranty of energy costs or savings. v 1985-2(18 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413427-2423 Rating No:D073-0680 Northampton, MA 01060 Paul J. DellaTorre Rater ID:8776762 Weather:Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Bercume_79 Maynard Rd_ Mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2016 false Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Clothes washer is In a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPtus Verification Checklist false EPA Field App ID REM/Rate- Residential'lnergy Analysis and Rating Software vi 5.7.3 This information does not constitute any warranty of energy costs or savings. ®1985.20'8 NORESCO, Boulder, Colorado. Page 13 of 14 Building Summary Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073-0680 Northampton, MA 01060 Paul J. DellaTome Rater ID:8776762 Weather.Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_O073_06W_Ronald Bercume_79 Maynard Rd_ DOE Zero Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes^rogram No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guideiinw The buyer of this home signed a waiver giving DOE 2±ro Energy No Ready Home access to utility big data for one year. System Type None Collector Loop Type None Collector Type None Collector Orientation None Areaisq fq 0.0 7ilgdegrees) 0.0 Volumelcu ft/gap 0.0 REM/Rate- Residential Cnergy Analysis and Rating Software vl 5.7.3 This information does not constitute any warranty of energy costs or savings. ®1985-20'3 NORESCQ, Boulder, Colorado. Page 14 of 14 2015 IECC Building UA Compliance Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 443427-2423 Rating No:0073-0680 Northampton, MA 01060 Paul J. DeltaTome Rater ID:8776762 Weather.Chicopee, MA Builder contemporary on Maynard Ronald Bercume HERS_0073 0680_Ronald Bercume_79 Maynard Rd_ Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 59.3 46.2 Above-Grade Walls: 189.8 182.8 Windows and Doors: 281.3 241.5 Floors Over Garage: 13.3 11.6 Floors Over Uncond Basement: 62.0 54.1 Overall UA(Design must be equal or tower): 605.6 536.2 Mandatory Requirements Shell UA Check PASSES Duct Insulation - Check(per .3.1) PASSES Window U-Val eck( .5) PASSES Home Infiltrati Section .1.2 PASSES Duct Testing ( on 403.3. PASSES Mechanical tion (Sect 3. PASSES Mechanical.V tion Fan acy Ion 6.1) PASSES Mandatory Req men Bo-RA ox S IEC FT PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2015 edition.)In fact, this home surpasses the requirements by 11.5%. Name Paul J. DellaTorre Signature �e"p,g'D'&�'N1' Organization Noonan Energy Corp Date 21 May 2019 REM/Rate- Residential Energy Analysis and Rating Software vl 5.7.3 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. k 2015 IECC Energy Cost Compliance Property Organization HERS Ronald Bercume Noonan Energy Corp ProjectedWorstCase 79 Maynard Rd 413-427-2423 Rating No:0073.0680 Northampton,MA 01060 Paul J. DeUaTorre Rater ID:8776762 Weather.Chicopee,MA Builder contemporary on Maynard Ronald Bercume HERS_0073_0680_Ronald Annual Energy Cost $/yr 2015 IECC As Designed Heating 2536 2172 Cooling 258 237 Water Heating 504 502 SubTotal- Used to Determine Compliance 3298 2910 Mechanical Ventilation Fan 46 75 Lights Ft Appliances(minus MechVent) 1172 1031 Photovoltaics .0 .0 Semite Charge % % Total 4612 4112 Mandatory RD��.0 Annual Energy PASSES Duct Insulation slue rR PASSES Window U-Val ( PASSES Home Infiltrat ) PASSES Duct Testing( PASSES Mechanical VeAFT PASSES Mechanical Vey PASSES Mandatory Requirements Check Box(20151ECC) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2015 International Energy Conservation Code based on a climate zone of 5A. In fact,this home surpasses the requirements by 11.8%. Name Paul J. DellaTorre Signature -ORJM7.M... Organization Noonan Energy Corp Date 21 May 2019 In accordance with IECC, building inputs, such as setpoints, Infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore,the standard reference design HVAC system efficiencies are set equal to Mose in the design home as specified in the 2015 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate- Residential Energy Analysis and Rating Software v15.7.3 This information does not cc nstitute any warranty of energy costs or savings. 0 1985.2018 NORESCO, Boulder, Colorado. i. q )' ^ ` I \ \ © ) % m . ) \ z \ \ �T1 l l atilt, 1:' l . � \ I. IV | m»� - ; | �. m i ,z r i. Manufacturer or Distributor References Coastal Forest Products Drawing by: Gabe LaBelle 451 South River Rd Job number: \1TRIFORCE' la: G1 03110 ProleG: 141057 Leader Customer Building Address: 79 Maynard stNodh Hampton MA Manulaclured length:l4' Perimeter Materials Charactenstics(Um,Depth,TopBotlmn,Plies,Spachg) TH.Left:0",Right 15171 Left:Now,Right:Nana Traome W314(Floor-JoleL 11 719•,3 X 2,2 plies,girder) A3 A4 A2 P2 + 't2 1 11 718" L R 4 Overall length - 17 8 718" 11 • • s Top Roll(m)=o Pitch(0)=o Lbl Nbi @cic Typtl X1 X2 V Z O L Lp Loads Pi 1 - Conc 4'718" - - - yo 5112' 5112" (Ib):L=480,D=120 72 1 - Conc 4'718" - - - -go 5112" 5112' (lb):L=186,D=62 Al 1 - Area 1 o" 2518" - - - 2518" 3111 (Psf):L=40,D=10 73 1 - Area all 2518" - - - 2518" 4314" (psf):L-40,D=10 72 1 - Area 2518" 12'7314" - - 12'5118" 3114" (p5l):L=40,D=10 Area 2 518" 12'8 718" - - - 1216 1/4-1 6 314" (Psf):L=40,D=m LOAD CASES LC1 : D LC2:D+L LEGEND: L: Live. D: Dead. Dau201896-03 STRUCTURALANALYZERVersion:18.80.229.0 IMPERIAL USA Page 1o'2 �y,yF .. ,m- � - "S" UNFACTORED REACTIONS Bearing L R Min Max Min Max Partial 0 1 0 1 Is Uplift Dead 177 177 110 110 Live 0 668 0 422 CONCENTRATED LOAD ANALYSIS Face Label P ,z) I P. Co P/(P,Co) DriBcel (Ib) Ib LC-Part Top P11+P21 848 2968 1.00 0.29 2-1 BEARING ANALYSIS Real Hearin Min Calc. Bearing Normal Uplift Label Center,Width, Perp.WitlM Ce Center, Wdth Ce R"I R. Co R/ Critical R Co Critical (in) (ih) (Ib) (Ib) (R,Co) LC-Part (Ib) LC-Part L 3.083",8.125",3.5" 11.001 NA, NA NA 843 3180 NA 0.21 2-1 NA NA NA __R_I 148.878",8",3.5" NA, NA NA 532 1750 1.00 0.30 2-1 NA NA NA SHEARANALYS Axis Max At V VaCo Co V/IS Critical in b It LC- Part Z 15.063 793 2200 1.00 0.36 2-1 &ENDING ANALYSIS Axis At M 0. M,Co Co M /M, Critical in (IM Ib.fl LC-Part Z 49.063" 2882 1.00 6070 1.00 0.47 2-1 Axis Crifical Calculated I Criteria Calc. LOAD CASE Part Camber d -Camb d -- (in) (in) (in) (n) Crt. Z A L Span L-R LCL1 :L 1 0.116" NA NA U1253 0.405" L/380 0.29 Z 4 T San L-R LCT2: D+L 1 0.14T' NA NA L/990 0.808" L240 0.24 STRESS CAPACITIES AND • . • FACTORS K=74060001b E'=1400000psi EI'=5WMb r?Elcomp'=569ESIII2 CMb=1.00 CMv=1.00 CMcp=1.00 CMe=1.00 Crb=1 Kcr=1.50 -REINFORCEMENTS -Add REINFORCEMENT: OSB 32/16 (15/32")x 11 7/8" of height x 24" of length, starting at 36 7/8" from left end, fired on BOTH sides in VERTICAL position to top and bottom chord with PL PREMUM glue and 3"nails at 5"o.c. ENGINEERING NOTES (2): P=PTm i-Min(P,sim+P,RIm , PTuttl) Lateral Supporta:For Joists, lateral support at a minimum of 16"o.c is always required on top chord,as well as on bottom if there are more than two bearings or a cantilever cond0ion. Subfloor: Plywood 24oc S+Ply(23/32") Glued and Nailed/Screwed and Supported at edges Quotation -The Span of calculation is center to center of the real bearings. -The position of Shear and Bending in the analysis is from the left end of the Span of calculation. GENERAL NOTES Analysis and design are in accordance with ICC2015 and NDS2015. Refer to manufacturer technical documentation for installation, specifications and restrictions of use. Building designer is responsible for verifying building system as a whole.This analysis is for individual building component only and is based on information provided by the client. The component designer is responsible only for the structural adequacy of the component based on design criteria and loadings shown here and disclaims any responsibility for damages as a result of faulty or incorrect information provided by the client. Date:2018-06-03 STRUCTURAL ANALYZER Version:18 80 2290 IMPERIAL USA Page.2 o'2 Manufacturer a Distributor References Coastal Ronal Products Drawing by. Gabe LaBelle 451 South River Rd Job number. 'NO FORGE Id: 03110 Project: 19-1057 Leader Customer: Building Address: 79 Maynard stNorm Hampton MA Manufactures length:12Penin"Metenab CharedertacoUse,Depth,Top4tottom,Plies,Spacing) Trim Lek 0',Right:TKV Left:Nene,Night:Now TM .W314(Fl.-Joi4L 1171•",J X 2,2 Plies,girder) AJ A4 AT 4t 14 P1 +ti ti+� y41 1117/8" L R 4 Overall knO- 11'411116' • e Top Roll((D)=o° Pitch(0)=o° Lbl Nb @ c/c Type x1 X2 y z 0 L Lp Loads P1 t - Conc 4'77116" - - - -90 5112" 5112" (Ib):L=40o,D=fee At t - Area o" n'211f6" - - - n'21116" 63116" (psf):L=40,D=fn A3 t - Area o" n'z 1116" - - n'21/t6" 113116" (psf):L=40,D=10 A2 t - Area m'z t/t6" 11'411/16" - - - 2 5/e" Aq t - Area n'z 1116" 11'4 11/18" STRENGTH • • • CASES LC7 :D LC2:D+L LEGEND:L: Live. D: Dead. UNFACTORED REACTIONS BearingL IR Min MexMin Mau Partial 0 1 0 1 Is Uplift Dead 97 97 78 78 Live _ 0 390 0 314 Dab:20194SR3 SrRUCTURALAWA RVereion:tee022gD IMPERIAL USA Page,1 oft 7 . � --:�F -.. :... •` •> .., . -si+�, ., ;-.r�� _ .. •:a:... x+4. s . ]:.ir, wear!,. CONCENTRAT ED LOAD ANALYSIS Face Label P(2) Pe Co I P/(P.CD) Critical 0b) F Qb) LC-Part Top P71 500 2968 1.00 0.17 2-1 BEARING ANALYSIS Real BearingMin Calc. Bearing Normal Uplift Label Center,Width,Perp.Width Cs Center,Width Cs R PI R. Co R/ Critical R Co Critical (in) (in; (Ib) (Ib) (RaCD) LC-Part (Ib) LC-Part L 1 2.219",4.438",3.5" 11.001 NA,NA INA 487 3180 1 NA 0.15 1 2-1 1NA NA NA R 134.049",5.25",3.5 1.00 NA, NA NA 392 1750 1.00 0.22 2-1 NA NA NA SHEARANALYSIS Axis Max At V V.CD Co V/V. Critical in Ib Ib LC-Part 2 14.219" 448 2200 1.00 0.20 2-1 BENDING ANALYSIS Axis At M CL I M.CD Co M/M. Critical In b.ft Ib.ft LC-Part Z 55.219" 1800 1.00 8070 1.00 0.30 2-1 DEFLECTION Axis Critical Calculated Criteria LOAD CASE Part d Camber d -Camb d (in) (n) (in) (in) Z 0 Span L-R LCL1 : L 1 0.063" 1 NA NA L2083 0.366" U360 Z 0 T Span L-R LCT2: D+L 1 0.079" NA NA U7666 0.549" 1 U240 STRESS CAPACITIES • MODIFICATION FACTORS K=74060001b E'=1400000psi EI'=569E6lb•in2 Elwmp'=569E61b"in2 CMb=1.00 CMv=1.00 CMcp=1.00 CMe=1.D0 Crb=1 Kcr=1.50 REINFORCEMENTS -Add REINFORCEMENT: OSB 32/16 (15/32") x 11 7/8" of height x 24"of length, starting at 43 7/16"from left end, fixed on BOTH sides in VERTICAL position to top and bottom chord with PL PREMIUM glue and 3"nails at 5"o.c. ENGINEERING NOTES (2): P=PToai-MIDFovs +PaRe. , PTMa) Lateral Supports: For Joists, lateral support at a minimum of 16"o.c is always required on top chord,as well as on bottom If there are more than two bearings or a cantilever condition- Sub600r: Plywood 24oc 5+Ply(23/32")Gtued and Nailecb8crewed and Supported at edges Quotation -The Span of calculation is center to center of the real bearings. -The position of Shear and Bending in the analysis is from the left end of the Span of calculation. GENERAL NOTES Analysis and design are in accordance with ICC2015 and NDS2015. Refer to manufacturer technical documentation for installation, specifoations and restrictions of use. Building designer is responsible for verifying building system as a whole.This analysis is for individual building component only and is based on information provided by the client. The component designer is responsible only for the structural adequacy of the component based on design criteria and loadings shown here and disclaims any responsibility for damages as a result of faulty or incorrect information provided by the client. DaR:2019-M-03 STRUCTURALARALYZERVemion:1890.229.0 IMPERIAL OSA Pape:2 of Manufactursro Distributor References Coestal.Forest Products Drawing by: Gabe LaBelle 451 South River Rd Job number: \NITRIFORCE' Id: J6 03110 Project: 19-1057 Leader Customer. Building Address: 79 Maynard stNorth Hampton MA Manufactured!length'.15' Perimeter Materials Charxienstics(Use,Depth,Top-Bottom,Plies,Spacug) Trim Left 0",Right 13.427" LeX:Nona,Right:None Trirorce W3151F1oor-Join,11 718",3 X 2,1 ply,12-oz.) A2 ,_..__....._._ Al P1 4. U6 L R ~ Overall length= 15'10 9116" • • a Top Roll((D)=o° Pitch(0)=0° LN Nb cic Type X1 X2 V Z O L Lp Loads Pi 1 - Conc 3'1014" - - - -90 5112' 51121' (Ib):L=33o,D=no Al 1 - Area o" 16'10 - - - 16'm 6" (psf):L=40,D=10 9116" 9116" A2 1 - Area o" g 1fi - 91i6 6" (psf):L=40,D=10 STRENGTH • • a CASES LC1 :D LC2:D+L LEGEND: L: Live. D: Dead. UNFACTORED REACTIONS Bea ng L molo Min MaxPartial 0 1Is U lift Dead 159 159ive 0 590 • • LOAD ANALYSIS Date'.2019-0&03 STRUCTURAL ANALYZER Version 18,80,229,0 IMPERIAL USA Page:1 ort � -', � ... .yP � '. .:4�:l�y't a �:�� • Y.i. AMS'.!' ... �..�. . !, Face Label P 12I Pa Co P/(P.Co) Critical cab) Ib LC-Part Top Pit 440 3204 1 1.00 1 0.14 1 2-1 BEARING ANALYSIS Real Beano Min Cala Bearing Normal Uplift Label Center,Width,Perp.Wdth Ca I Center,Width Co I R I�1 I R. Co I R/ Critical R Co Critical (in) (in) (Ib) (Ib) (RCu) LC-Pad (Ib) LC-Part L1 1.75",3.5",3.5" 11.001 NA, NA NA 1 759 1 2271 NA 0.33 2-1 NA NA NA L-fL-i 199.135",6.875", 3.5" 1.00 NA, NA NA 525 1250 1 00 0.42 2-1 NA NA NA SHEAR ANALYSIS Axis Maz At V V.Co Co V/Va Unocal in Ib Ib LC-Part Z 14.75" 698 1100 1.00 0.63 2-1 BENDING Axis At M Q M.Co Co M)Me Critical (in b.ft Ib.fl LC-Part Z 76.75" 2606 1.00 3672 1.00 0.71 2-1 DEFLECTION Axis Critical _ Calculated 11 CriteriaCalc. LOl,rl CASE Part a Camber e -Camb e (in) (in) (in) (in) Ont Z D L Span L-R LCU : L 1 0.324 NA NA L1809 0.411" U480 0.79 Z D T Span L-R LCT2:D+L 1 0.414" NA NA L/478 0.548" L/360 0.76 STRESS CAPACITIES AND MODIFICATION FACTORS K=37030001b EG1500000psi EI'=305E61b'in'Elcomp'=67E61b'in2 CMb=1.00 CMv=1.00 CMcp=1.00 CMe=1.00 Crb=1 Kcr--1.50 REINFORCEMENTS -Add REINFORCEMENT: OSB 32/16 (15/32") x 11 7/8" of height x 24" of length, starling at 34 1/4" from left end, fixed on BOTH sides in VERTICAL position to top and bottom chord with PL PREMIUM glue and 3"nails at 5"o.c. ENGINEERING NOTES (2): P=PTmai-Min(Pasmd+P;7 .Palm) Lateral Supports : For Joists, lateral support at a minimum of 16"o.c is always required on top chord,as well as on bottom 8 there are more than two bearings or a cantilever condition. Subfloor: Plywood 24oc 5+PIy(23/32')Glued and Nailed/Screwed and Supported at edges Quotation -The Span of calculation is center to center of the real bearings. -The position of Shear and Bending in the analysis is from the left end of the Span of calculation. GENERAL NOTES Analysis and design are in accordance with ICC2015 and NDS2015. Refer to manufacturer technical documentation for installation, specifications and restrictions of use. Building designer is responsible for verifying building system as a whole. This analysis is for individual building component only and is based on information provided by the client. The component designer is responsible only for the structural adequacy of the component based on design criteria and loadings shown here and disclaims any responsibility for damages as a result of faulty or incorrect information provided by the client. Date:2019-09-03 STRUCTURALAMLVZERVereim:19.80.228.0 IMPERIAL USA Page:2 of Jab Thu. _. T-e TYPs Ory Ply T9 MornaN Rd.NOMampbn,MA 190516368 CJOt Diagonal HlP Girder 1 1 Job Rerorenm(00onap UFP.JFP / Run 93aS Feint 2019MrR824084,11 MilstTck IMUWW.so SWWyA 105103 Pagel ( ID:CWWKWCQCMY JLbBiK%Oh2KGOJC MM RMY,/LB4P'/_NMEMxega]] -2-11-9 ` }161 Y-11-B }161 12 N4 4.247- 3 8 d 2 S1 t 1 B1 4 11,111 SKH28R 3-161 Sttle-135.8 PIM Okea(X.y);12.00.23.63-01 Loedbq Pull Swclrrp 24F0 C81 OEFL h 6dq Ydefl W PIATES GRIP TCLL 95.0 Hate Gnp IDOL. 1.13 TC OB2 7 ) 0.01 N >9W 2b MT20 19]/1H (Roof Saw=W 0) LYmMr DOL 1.15 BC 0.18 VdyCT) -0.01 N aB99 180 TCDL 16.0 Rep Bbaas lily NO WH 0.00 Horz(C7) 0.00 2 M M fill 0.0' Code IRC201WPI2014 Maya-MP BCDL 10.0 W'agM'.2]III FT 20% LUMBER BRACING TOPCHORD 2M SPF No.2 TOPCHORD SLucturel wood sheathing directly applad or 3-10l ea purlins, BOTCHORD 2x85"No.1 Intel end venicale. WEBS 2a4 SPF No' BOT CHORD in directl a lied r1 - mi VsEDGE Leftw SPF Nst.2 MiTek awmmends met Stabilizers and requires vols bmclng be REACTIONS Oacize) 2.1t14A]l hely,0-1-13).4=28&kbMMbl.(min.61-0) mean d manna Lusa ended,in.[mmol with Stabilizer Hong, 2=115(LC 8) IneWaBw Ouide. Mm Uplift 2,1,273(LC 8),4-54(LC 18) Mn Gov 2,11138(LC19LL 19(LC19) FORCES (Ib)-Mz Ccnq Rflaa Ten.-All hers 250IM)or Mss el Wien ellen. TOPCHORD 2-Ba-2921124,24u,200l BOT CHORD 2N3811189 NOTES 1) With:ASCE 7-10;Vul Val(Ssecond wa0 Vaed=92m M;TCDbS.DPl BCDL=5.)i h=24R Cat II;EKP C;Endowed.MA FRS(emeal l e r zone and C-C Comer(3)- 6G b 1-?],EMerbr(2)1-2-T b 3-9-8 zone;Cd br MmWm end aeras a MWTRS br meP ns aha n',Lumber DOL=160 Paa amp DOL•160 2) TCLL ASCE 7-10;Pfa05.0 pat(flat mof sroa}Cami II;Ery CI P*mM1Iy Ery.;CK1.10 3) Unblanced ansa bade have been considered for thio design. 4) This truss has been designed for greater 0 min and live ldtl of 16.0 ped or 2.00 timers flat roof load of 356 ped on ouemanw wncanwmnt we omd live leads. 5) This truss has been designed br a 10 D Oaf bonds chord lrvn head mnemortmH war em/dmd live leads, 6) -This Lues has been designed for a live load of 20.0psf on My boaster MON in all less wrote a moll 3FOW MII by 2-0DLDareas"I M bMwem the bNbm Gerd ell any other members. T) RNar,to gbdd(B)for Wsa to muses cdn,.o,s. a) Provide mdondetal wnneNdn(by others)M Lusa ro housing HM ppnNe M wMMrtliy 54 lb ul at lcind 4 all 273 lb uplift atjdnt 2. 9) This truss is designed In accordance wM me M151ntemadmMl Resider.dal Cede secte sR502111 all RW2.102 all resonances saedandA ill I. 10) Use USP SKH2SR(W5N 6-184 minenb Girder 86100 K 1-1/2milrsipb T.)orequ.i.at1-2-14 fern me aaeM at dameol buse(es)T15(1 Pty W SPF)a more few of Whom Mort,skewed 45.0 deg.to and ryh4 arming 0 0 deg.down. 11) Fill all nail Way Where anger is In cMbd with lumber. 12) In me LOAD CASE(S)sedb,Iwds aypied tithe face M me side are read ars front(F)or back E) 114444 LOADCAMUSI Sanded 1) Dead+Sew(balanced);Lumber lnemase=1.15,Plate lnuww•1.15 \H Uniform Loads(IMR) Visit 1a=100,45=-20 Concentrated mads(Ib) Valid 7,1E14(F) JUAN J �rUj MICS 'if ii." STRUCI UI 1 IST P •` iC 8UNaLC`.=�� 05/29/2019 a i ..{ Job Truce Truss Type Ory Ply 19 MawUm Rd.Northampton,kVA 190516388 H01 Hlp Glr6er 1 1 Job Reference(optional LFP.UP Run:B.20SFee 11mp PAUL 8 zM S For,112019 MSdtlndNey e;Im~MW 10.514 Paget I a:DFbWgCRUy 715 G�BIWYJIdYHUpO[/]84T8 MUSnpNMA6eIX uNgb 191 .213 [ 3+2 ( 8612 [ 1z.o-12 19, u 2244 zsTa ( 21810 'r2T-2 �rs]��esr�-'�-3"- 1 1 1 0.1! pre dere n 12 X15 W ccs R s 2128 1 fi;j T2 2:a 4@ 4 9 49 3 < We 2 10 in on t 1Bill IM n ]a 31 18 32 33 3415 35 W 143 31 W 12R 90 1N12 8r8 ®9 612 d8 1N12 JL28 JL26 J. 4. Jt38 JL26 JLR J. JLSV JLM JL26 J. [ s1al loan 154b 2dad [ 2sla ] s.1s SiA j- its �i1� 51 Scale=15211 Plate Offsets(%,Y):[2:0S14,Edge].[I00-514,Edp i[12:039.010].[13:0-Sa,Edl[15:0-4-O,O+II.[i Lowing (pal SpaclnB 255 L31 DEFL n (loc) IIbeB t/d PLATES GRIP TCLL 35.0 Pleb Grp DOL 1.15 TC a72 VeNLq -0.24 14-15 >999 240 PLATES 1811144 (Raaf `xWw-350) Lumber DOL 1.15 BC 0.68 Voi(CT) -0.38 14-15 >%1 100 TCDL 150 Rep Strew Inca NO AS a58 HoWCT) 0.10 10 ole 1% BCL- 0.0' Carte IRC2015,TP12a14 Mabix-MS BOOL 100 Might 1411b FT=20% LUMBER BRACING TOPCHORD 2x8 SPFNo.2'EWMT22xe SPF2fa0FlSE TOPLHORD Structural wood sheathing directly applied or 2813 a:pumps. BOTCHORD tae SPF 21DDF 1.0E except WEBS 2x4 SPF Not ,: 2-0-()ac pudins(33-10 max.):5-1. SLIDER W2re SPF Not-286,Right 2.6 SPF 11.2-2-59 BOTCHORD Rardoolin,directillisiAned.i REACTIONS l iw) 2=391(min.0-5i),10=3836/0-50.(min.G-5-3) MTek recommends that Sbbl'laers and required canna owing W Max Horiz 2=76(LC12) /heare ped during muss ector.In acceence dwith Sbburcer Mex Logo 2=551(LC 12).1(Iii-Slit g-C 13) In.Wdation guide. Mex G. 2.110(LC 31).104105(LC 31) FORCES (b)-Mu.Canp.IMmr.Too.-All totes 250(b)or lees except when Mday, TOP CHORD 24w-2%9/834,31=532511386,4-502511431,525=-008111 678,25-28>-70911810.6-28=7NS1618. 521=1U92fl818,21-28-7W9H816.1-28=-713811676.1-3=5991/1418,8.28-518511311.9-29- 789/1365, 9-10=186&422 BOTCHORD 2-30=1051/4932.3031r-10914932,18-31=1051I49U,lS 2=112015310,32.33•-112W5310,33-34=112015370, 1534=112W5370.1555-lWW514,3536=15820514 14-35=156211514.13.14-1%8I538D,13.37=1086/5360, 37-38=1006/5350,1248=100&5380.1259>-1032Imas, 3940=10=4898,1040=1032/4880 VVEBS 518=3WB32,61B-181,Bo3,515�54112368,515=125/19,6-14=7N1169,1-14- 42318,1-12=31515%. 512=104,818 NOTES 1) W1na:ASCE 7-10;Vult=117mph(3-second gust)Vbd=92mpm TCDL=5 Opal,BCDL4.0W,h=bfl:Cat 11.Up C,Endowed',KFAVRS(enyworadexbrioraone and C-C E env(2)-2R5W0.1140,InWmr(1)0.11-tob2-1-13,Fteal(2)2-1-13to104-11,Inbnor(i)101-11b10.11-13,Exterior(2)1411-13W23 ll,Intenor(1)2m.l1 W 26914,Exterior(2)24914 to 274-14 spi ter member and forces S MMItSfor reacttou shown;Lumber DOL=1.60 plate grip DOL=1.80 2) TCLL:ASCE 7-10;PF-35.0 pelf(Met real snow);Call Il;Exp C',PaniallY Exp:Ct=1.10 3) Unbelanced snow load$haw been considered for this design. 4) This more has been designed for greater of min mot liw load of 160 pet or 200 More flat red load m 35.0 Won owmenge non-mncumnt with other Im,Ideas. 5) Prwtle adequate dreinage,to pmeat water ponding. 6) This buu has been designed for a ILD of bolbm chard Use load rwnwncunent with any other llw load.. 7) -The truss has bun dealgned be a liw wad Of 2q 009 on the bottom chore In all areas where a rectangle 34600 bill by 2-00-D0 wide will fit between bottom man and any other members. 3) Provae mechanical connection(by di of tnaa to bearing plate capable of wiNsbnaing 851 lb upin at joint 2 and 849a uplift ai f0 9) Thi.Wu is designed in accordance with the 20151mnwPonal RutlentW Code verone R502.11.1 and R802.W.2 antl referenced Sb F•,Tw�, � 10) Graphical purin repreuntation due not depict Me situ or Me onentecon 9 Me pudin Barg the by andlor bottom choml .a> 11) Use USP JL%(AM 5-104 nails into Glmer84-Wax 1-112 nails Into Trun)orequivalentspaced 01880 oc mon, sbmng N1-9-12 endb 2391210 .1 .sales)H13(1 ply 2x6 Sept.H14(1 Fly 2.4 SPF),H15(1 ply 2x4 SPF) 1113(1 ply 2x5 SPF)W beck tea of bosom chord. 12) Use USPJ 4 126(Alth5-10nailsineGimer84-tOdx1-112 nails intoTmuequi )orwt20 lent.peceda -0ocmaxslaregatP912 V I d7 €3t➢Jr nn(as)J01(1 pli SPF),H15It ply 2,4 SPF),H14(1 p1y2x4SPF)a Wallace ofbonanchorQ BTRLICIUF L - 13) Fill all nail hdes when hanger is in contend with lumber. 21 14) Inthe LOADCASE(S)vadion,loabeappliwwto fwOMefinesamn.Wasfmnt(F)orwa(B). LOAD CASEIS) Standard 1) Dead+Show Wanted):Lumber m¢rea.e=1.15,Plate Incnasxi 15 Unilvm Loads patt) SSIGNAi 05/2 /2019 Continued on Page 2 JOE Tmsa Trvaa Type pry Ply 79 Meynem Rd NOMempS]n.MA IN516MB H01 HiP Giber - 1 1 JOE Raf«mo(op50rep IIFP.IIFP Mn:flN 3 Fa5111P19 F ll[ S F.11 A19 MR441f9.,1..Min A IP 5. pMlM IO.IJFLRYJlAlI1C]SarzGG W 4Bl W Nu W HxppgB'ST8_M®S1gYMNS101mxry(p VM 15=100,5-7:100,y-11=100,1743=n90 Cmw b Miltomil BE) Vent 13=353(0),3D=399(B).31=377(B).34=318(B).33•-353(B).31=353(B).35=353(B)X38=353(B),37=30(13),38�1B),39=]]](B),40•-398 (B) JUAN J. � uESuT RA '^ STRUCTuf t 1 SSUNAIF� 05/29/2019 Jab T. Trues TypeO1y Ply I]9 MeynaN Rd.NOMamDmn,MA 1905163BB H02 Hip 1 1 Job Rebrent(oWWW) UFP,Ji Run'.BMS FW+1 A19FTm:BRQSF0112018MiTostmon Me,Inc,.NYllifti 105104 Form, IOeWnJWFJv]99NM2pVx9fN-pIMY11nP'IMVtITB MUBryNNNpISbOImmPWa 1 .z-13 4sz w-+z 12x12 7211ztafi zs]e z]am �'�S� SS3 hat M SB $ = 1 s e u 12 °� zm 9 C ' 4B d be 9 p 2 104 W14 1z 121 1112 19 Y9 YB 5i12 ST6 61� 3a � BWe=1.528 Plate Cases;is.n 12:0-5-14,E11e1.[1T'.asno,ala] LttlhM (psn epaeirM 2-00 LSI DEFL n (loc) /Nee LM PIATES GRIP TCLL 35.0 Pleb Grip DOL 1.15 TC OSB Ven(Ly -014 12-14 1999 240 MMT 19711" (Roof Sri.-35.0) Lumber DOL 1.15 SC OA VeMCT) -0.33 12-14 19]0 180 TCOL So Rep STreM dna YES INS 0.40 Hom(DT) 000 10 Ne Ne BCLL 0.0• Code IRC20IS(TPI20l4 MamwIAS SCDL 10.0 Weight 13111, FT=20% LUMBER BRACING TOP.CHORD 24 SPF Not-ExteW T3:2x6 SPF 210OF 1.0E TOPOHORD Svodurel wood sheeting direct,noted or 37-5 tpudlns, BOTCHORD 2x4 SPF No.2 except WEBS 2x4 SPF Not 2x0 c,pudlrm(5-0-15 max.):5-7. SLIDER Leh 2m SPF No.2-289,Right&B SP No.1-188 SOT CHORD Read twin directly Midland REACTIONS (granted2.1751(min.x38),10=iT5flq-58,(min.aS8) MTek rttmmentl¢Mat 51aGlizen and required crow b�eunp be MasA ft 2115(LC 12) ineblbd during tm55 eretai mactWon.wit Stabilizer Max UMM 2•-228(LC 12),10=-225(I-C 13) Inablleam guide. Mu Gee 2n138(LC 31),1M,2138(LC 31) FORCES (Ib)-Max CompJMax Ten.-All brta 250(11,)or less axtpt when shown. TOPCHORD 2-3=521p20,3 -24T 16,45=215V40BS24—IN413,8-24•-1928413,6-25=192&411,]-25=-1924/414, ]-8=2152406,39=2485412.9-10=31 W2149 BOT CHORD 2-14=210202,1314=238(1299.12-13=2311Y120,10-12=201Y10M WEBS 34-12438,6-14=5381146,11-12=i 7-12=9423 NOTES 1) WSM:ASCE 7-101 VuM117mph(;setnd gust)Vasd=92mph;TCDL=5.OPef,BCDI-::i af,hi Call.Em C:Encesed;MWFRS(endelope)exterior zone arm C-C EMedm(2)-2-2a1 x]-10,INWMor(1)0-7-tom4-18,Fxlerbr(2)0.1-6m2182.Interior(i)218-2 m24-8-0,Exterior(2)248-0m 278-14 zone',C-Ctermembers and mr2e S MWFRS for macMNn shown;Lumber DOtri.6D lisle grip DOL=i80 2) TCU.:A$CE7-10;Ph-35D pro".mbf show)/Comgory ll:EYp C;PBNtly Exp./Ct--1.10 3) Untalented!arWw Wtle term been considered for Max design. 4) This Use has been designed for greater of min roof live ltd d 16.0 pof or 2.W goods Bat rood load of 350 pd an warned,nt<ontrrere wit Mer live loads. 5) Prevbe adequate damage,m Prevent water ponding. 8) This More has been designed for a 100 DM world shoes five ltd ntconcu ent wit any they llrm lowds ]) •This truss has been diseignes for a live bed of 20.opd on to borom chord in all areas wham a recbngle 306-00 tell by 24090 wide will fit between has botmm chord and anyahermem1,em. 8) Pmvbe MechanWl zMnectt(le,Where)of Wes to Medng pate tp=ble of withstanding 226 lb uplift at joint 2 and 22611,uti at pint 10. 9) This truss i5 designed in acooNemse wit to 2015IrMmetlmel Reacential Code¢esions R502.11.1 and R8@.103 and comm xed standard ANSUTPI 1. 10) Graphical Wdin representalion does not depict to not or the oriardatlan W Me puNn along the cop ani Wttom Blom. LOADCASE(S) Standees JUAN J. u AI FSUT RA N STRUM 1 IST P — SSajNAtE°•�� 05/29/2019 Job Tru. Tress Type Oty Ply 79 Maynard Rd.NaNflampasith,MA 79051638B H03 Hip 1 1 Job Releranm(odonM) UFP,UFP 18,24 b 1112019 PM 8M 8 Fat 112019 MRYInM.wa no,Veto May 29105105 Feel ID t9.'GIUtDT9yAtYtFgBCnBPrgJgpaGmY%1 JN10N.1'ttlEplhNRµYUInYpy ) au saz ( 1a.a-1z ( +s+a 1 n zoye ) 2sTa � nam� �li8'� sz�T-sst��u+ a sanT-ss3�-x-T-rl .e m 12 24 25 ll m 4 I 3 a T d 48 A Y1 2] ] 8 2 9 1 p D m R N n .10 w xT2oHs 9.to 9a+ site ` 968 s.x-15z.a Plate 0IM1aas(X Y): Lo alln, (Pa6 Spadrq 2x0 C81 IcEst. in (bc) LMMI W PLATES GRP TCLL WC Rab Grip DOL 1.15 0.]T Varl(LL) -0.01 11-19 x999 201 MT20 19!1144 (Roof Sew=35.0) Lumber DOL 1.15 T.C. 0.06 VagCT) -0.90 11-13 x105 180 MT20HS 148108 TCDL 15.0 Rep Sae.1. YES VtB 0.18 Haa(Cn 0.10 9 nh da BOLL 00' C. IRC201WPI2014 Matta-MS BCDL 10.0 Walght1281t FTeMwA LUMBER BRACING TOPCHORD 2A SPF No.2 TOPCHORD StrueMrel woes sheathing drecey applies or tat l oc purlins. BOTCHORD 2a4 SpF Not .0 WEBS 2x4 SPF No.2 2-04 a:purlins(62-1 m..):541. SLIDER Unit SPF No.2-2x0,1I2A SPF NO2-2aa BOTCHORO Rgg coling directly applies or 10x0 a:haMq. REACTIONS(Ibxae) 2=1T57I .(min.0x11).9=1T57O 8.(min.0 Y11) VVERS T-Brace 2x45PFNo.2-613 Max Hort 2=113(LC 12) Fid.(2) T and l daces o harmer"a of wet wish 1W M.UpIR 2w345(LC 12).91(LC 13) (0.13113')really.filo db.wih b fon Sin msimum and distance . . MGrav 2e2348(LC 31),fli(LC 31) Bram murtmror 90%dwe MMade recommenda Brd Bret Snitilions aM rpuirM w. acm,be muee donna was a sym n,in acconli with Stabilizer awlalon guide. FORCES (Ib)-M..CompAM..Ten.-At to.250 111 or I.M.except wbena1me0. TOPCHORD 2-3-fill 3-22-2891M83,4-22::-28W400.W!3-24441388.23-24=23IM74.5�24-224WNS "-191 s25-2232583 2501=231=74,7-28-244&388.7-27•-2831 841=2090509,8-9=308]21 BOT CHORD 2-1Y-2592390,13.28 -12N+930,1z-28-12011933123.-12411930,ll 9=l2U1990.9-11=1935381 WEBS 5-1Y151470.4-13s-427/180,8-1p28 O,&11=411010,]-1143011!0 NOTES 1) Who:ASCE]-10:Vdd117Mph(3aecohtl guw VaW=92mpt',TCOL=50pW,BCOL=5.OW.h=24R Cat II;EiC;Encoded;Millfemabpe)b0enbw.and CL Extencr 2)-?2a to 0.]-10.Intel(1)62-10 to 61 Extends(2)61-19 s 19x11,Intense(1)11 11 W 24t14,Eaena(2)24-9-14 to 27x14 wrai for members and forms 6laysi rearaana shown;Lumbar D0L=1.60 Mata gnp DOL=1.60 2) TCLC ASCE 7-10;PF--35.0 pet(flat hoof ande):Category ll;Exp C',Parl EW.;CI=1 10 3) Undalarsec!Snnx lasts babe oven cmeNeredM this deegn. 4) This wax has been deigned for greater of min hod Miro load of 10.0 1.,2 00 tmef Bet rad load 4350 pdoaowrhanps ranan.rrart wih ahx live load.. 5) Provds adequate drainage to proven waterpordirs, B) All oless are MT20 PIabe snide.Mtlerwi.IndM®tad. L6lsa ]) This wes,hes been Minimal for a 10.0def Broad.Mord 11.load....ncumrn eft any a her lies lwde. Q 8) -This was hes bean designed for a live load M 20 opal on he bedom d]ard In all areas where a rectangle 3-08-00 tell by 2-00.00 wide will Me M, and any otherhers, NBCDL IO,Opd. e) Pmde h lwnneoton(by them)dtassobeedng MaWmp .A d 10tandin02451bpMlatjoint2..24511 upIMa+l 81' 10) Thisw designed a=rc Ih he 20151 mo nnXorwl Reader,at Cad aectsns R50211.1 and R802.m.2 and refererxwd NSI?PiI 11) Gul pudin representaremdoes notnes0mrshin dr hedbentatpn 91he pdin along Fa op dor botom Mad. JUAN 12) Mining.Atltlnrona pamumnt am artery"aeong forw.system(na part oftne componMtdexgn)is ateaye require]. I� NU usul I';. LOAD CASE(S) Standard S7PUC1Uf r 21 IST P 05 /2019 Job Trusts Tmu Type Ory Ply 79 MayreN Rd.NaMamptan.MA 190515388 HIM Hip 1 1 Job Reference(optlonel7 UFP,UFP - put 18249 FW 112019 Pont 82403Pen 11 MIS MITtl,IrWtlMa,Irc.Me May M 10:510 Pass,1 ID'.2NFW2WM W<aNVINceB[bw4aulfiE Xlt lsVCO? EviUURn-PlOcESS, 1 z,z ` --I , w 13plsz r ,sae ( s`2 e I lio T z 1 zi i 5,618 �=1 �1—.a3 7 em R = U , U 86a 213 esq ss as a2. d a tss G16 rr z t Is u ssrz Mnons s.lp ( e+z - eau as ( zsza I Sid.=1:5)7 �62z 'rs6,o �S3tfl�6ar '� Plae Ogub(X,Y)'. Iz:0-5-10.a0.9.111:as10.a-0-11 Loadln9 (pall SpeNr, 2-0-0 CSI GEFL n (Irc) Mdefl the PLATES GRIP TCLL 35.0 Plate GNP DOL 1.15 TC 0.09 t/ LL) -0.16 15-18 >989 240 MT20 19711" (Rood Snow=35 D) Lumber DOL 115 BC 0.65 VagCT) -0.24 15-16 x889 180 Full 14&100 TCDL 15.0 Rep Stress dna YES VVE Olt Ha.(CT) 0.10 11 Ne Is, BOLL D.o' Code IRC2015ITP120N Metra-MS BCDL I. Might:135 In FT=2D% LUGGER BRACING TOPCHORD 285 SPF No3 TOPCHORD Structural wood sheathing directly applied or 2-2-0w potline, BOTCHORD 2x4 SPF 210OF 1.0E encept WEBS 2x4 SPF Not 2-80 rc pumma(4-8-12 nal 67. SLIDER Left&B SPF No.2—VI1-12.ROM SPF Not-2-0-10 BOTCMORD R' Id reAinr in . REACTIONS (Ibhae) 2=1757/ 9,(min.0-34).TI=175i hinin.0-34) Mil recommend,That Stabilize.and required oras breve,Ge Mex Hartz 2=131(LC 12) installed during trusserecton,in accordance sib Stabilizer Mex Uplift 2a-261 LC12),11=-281(LC 131 Installatbn guide. Mex Grew 2=2557(LC31),11=255 (LCfl) FORCES 9h)-Max Comp.Mans.Ter.-All forces 250 UM or leu axnpt when Shown. TOP CHORD 2-0-739288.3.25-3281!120,25-26=-30211345 4-28=2914/350,4-27=34nn31.5-27=23231333,5-0=22]01349, 6.7-20TYJTO.T-8-22)"149,&28-23234133,9-26•-2Ann31,&29=29151350,29-30=30231348,10.30=325841x8. 10-11-3171302 BOTCHORD 2-16=ST12711,15-18=VlWll,l -15=15a2n2,1314=150@712.11-13=1502]12 WEBS 4-15=7712(5 9-15=77"109,6-15-05828,7-15=2&526 NOTES 1) Ali ASCE 7-10.VM=117.410(3-scaw gust)Vaa6=82mph;TCDU5.Dp6,BCDL6.OpsY,h=24R Cat II;Exp C;Enblmed;MWFRS lerwelope)exle orzone and C-C Ex 4or(2)-2-2EW0.7-10,Inbrfor(1)0.740fo401-13,Exbrbr(2)51-134017-0-11,Inbrfor(1)17-5114024-9-14,EMGtor(2)249-14W27-9-14aorta:C-Cformamba. and faces S MV.FRSforms ons shown;Lumber DOL=180 plate grip DOL=150 2) TCLL:ASCE 740',P--350 pd(flat mod anew);Category II;Exp G Putlelly Exp.;Ct=1.10 3) Unealadxd anon loads have ben considered for this design. 4) THIS Mass has been assigned formatted min Tofliutl load 0 150 pal orz Do mets flat mod load of 35.0 patch overhangs sonCOncurrentwilh other live loads. 5) PmvideadequaledrainegetoprowwwHerpondirq. 6) Ad panels a.M720 plebe unleae oMerwive Intliat�. 7) This Mass has been tlesgnent fora 10.0 and boftom chord live load norconcurrent with any other live Inds. 8) -This Wu has been designed for a live lwtl of 200psf on the bollath chow in all areas where a recangle Mai bit by 2-00-00 wide will gl between Me bottom clwM and any other members. 9) Provide movenical connection(by dheb)ofiml b flab,plate capable n withstanding 26116 uplift at load 2 and 26110 uplift at lois 11 ay 10) This Vuss is designed In accordance with the U15 International Resitl44 en al Cole saons R502.11.1 and poll p2 and referenced aN ferenced sntla 11) Graphical pudln repreaenbdon does not depict the size oz Me vernal Mtlta Win along me top Manor boepm chow. Zl1�F LOAD CASE(S) Standard V0. O JUAN J. V RALpS'Ul ':IlA N) St RUCIU 21 1STEl' %o 05/29/2019 e . ..� Job Toru Truss Type Ory Ply ]9 Meyrem RQ NaRM1empmn.MA 190516380 H05 Hip i 1 JM Reference(optionep UFR,UFP Run'.8M3 FM 11 A18 Piles BSW S Ad 112019 MiTfk In...,OC she they 291..51 fb Pass,1 IDp]MIP OMNWIHJFG309gBb1wN[UGLYX1Jw1aVM rggFUOTR9LYulOeflpy -0- ] h6a 151] MSd SN V15 3n61 1- ] 06 3xa M X15 1e 6 t w Th r Y10 6 ID 12 e sm. 51] J a d S d 16 2 18 12 11 22 SS 10 46 24 Sx1p A9 3M � ]ae � ts2n1 2ssn l awl 1 —>•sa� rsa �sn.b�cr�—� 9rda=fi59.5 Hate OflseN(X.Y):19:Etl9e,0.1-0],1110-5-0,030] Loatling (Dad) Spaolrq 2-0-D CSI OEFL (bc) /Dell L/tl PLATES GRIP TCLL 35.0 Plow Grip DOL Tis TC D.]] Vyyflo -0.31 10.11 >899 240 MT20 19]/144 (RpINSires ) Lumbar DOL 1.15 OC 0.8) VesgCT) -050 1611 —1 180 Stands 15.0 Rep Sbs lncr YES WB 054 Hoa(CT) 0.09 8 nM not BCLL 06' Code IRC201WPI2014 MIAMI BCDL 10.0 Might 159 to FT=20% LUMBER BRACING TOPCHORD 2x6 SPF Not TOPCHORD SYu0 mi amod Mounting drectly,applied or 2-11-0w purlins, BOTCHORD 2x4 SPF 21 CaF 16E•ExcdW 02:2x4 SPF Ni except and re15nls,and 2-00 oc purlins(5-0.12 max.);5-7. WEBS 2x4 SPF No.2 BOTCHORD Pigs coiling directly applied or 2-2-D o bracing. REACTIONS (lbsim) 2�1918I65-B,Imin 031),41]8&MeMeniul,(rnn.61-0) WEBS 1 Roar at traded - - Max Honz2=285(LC 12) 1 MlTek recommends Met 6tebilixan and regluretl upas bnGn9 be Mex UplM 2-266(LC 12),9=15](LW C 12) - ine1811ed during ae eredion,in aaoNm ansom Stabilizer Mex Gone 2=2395(LC 3A,9=19M(LC 31) Installation guide. FORCES (Ib)-Max.Comp.rtdex.Ten.-Nlmrms250(lb)aless<xceptwban Mmm. TOPCHORD 2-16=3960H30,110-37GW407,3-17=240V309,497=2458p84.4S-2901401,5-10=1910/420,618=18501420, e-1 9=1 0 0 0126].1B-20-10OW6),2 621=10 0 012 6),i-21=-10 0 0126 6]-0-1204Q43,a-9=1921/358 BOTCHORD 2-12=519/3363,11-12=519/3303,11-YU M/1835,22-13=284/1635,1623=204/1035 WEBS 3-12=01275,1fl=15991322.5-11=01303.6-11=1101ID4.5-10=-117OY230.8-10=23WISM, NOTES 1) Wind ASCE]-10.VWt=117MO(3seorAgus9 Vaatl=92mM;TCDL=50pMBCDL=S.Opef,h=2<S,Co.II',Exp C.Entloeed:MWFRS(erwelode)exMrior oll9 arm C-0 Exterior(21-1-2-0mforri ctionsr(i) Lum11-1-13,Exluiot(2)11-1-13 1,18-]-11,Interior(1)19-]-11m20As,Exbrbr(2)2695m29-ta-lozorle:L-C ror memdels and L:AS EMWFRSfor 0 psi shows[Lumber DOL=1.60plMa grip DOL=160 2) TCLL:ASCE]-10:Phs80 psi(fiat tuns iderso for Me ry,II:Fw L:PaNalry Exp.;CM.10 3) ThisM Many has s ew WendeeM1au been oter of mi mrOMs to dL 4) TIIIBmIeelreHbeen tleage to for 9retsho min roof liw load of ISO paf or 2.00 timesfiMroof load of 35.0 psi on overM1asgs npnanwrrent with other live loetls. 5) ProThis RushasbetlleaBam prior a 10.0 parpotling. 6) 1 ThiWuIlsebeenndegned core 10.0 load 020 MONIlubadomc and II a wre any o111er liumade. ]) 'T other has bunOesKD mra.0palf load opay onlM bottom dioN in ellareas wnareereNngle 3-0800 m11 by 2-0600 wide willM between me bollpm Mord and any omw mema)he wuM1 BCDL=conmo. 6) Rekfm MiNee3)rorWum Wes onnedions. 9) PmvberreMeniuod in accordance, ccM(byMilhMe Wv mbmrho nnedRe won d<NwiNamno26021 Haat 8802 M215]Ibereup nd at joint 9. 10) This Wu R tlesgne0 in aa:o does wM Me 2015 Me done or Me o Residential Cntln rtinsections Me top 1 arta R602.tOr eM referenced eraMeN ANSI?PI 1. tt) Graphics]WNn repreunm5on tlounet tleplNme elze or Me orimhtlul of Ma pudin Nara Me mpenNor bottom MON. LDAD CASE(S) SmrmaN AMrS UT iHF�mf gnuc 1" 211 SSe)NAI-j� 05/29/2019 I Job Tmu Tmsa Type Gly Ply 79 Mayna d Rd.NOMempton,MA 198516388 HIM Hip 1 1 Job RaMrenm(opikinal) UFT UFR Run:9.345 FM 11 M119M1a&2405 FW 112010 MIT*InWptMs,Im tried Moo 10:5105 PgT:1 ID til YUSRGbnlGoiJwlIII EEIYUMR9LwI0d3,'p -1t] BeS [ 131] [ r2-3 r1�e>aHT6&15 �6A iZTIR 12 � e on 54 R = ylst Bzz z 24 ] ` 3 sffi r sed e 6� 2 p4 3 9 19 1e 2 19 14 13 12 RS 11 29 10 3rA 261 at0 320 2i4 BxtO 3N [ S9b ( 13-2-it [ Y623 [ 2)-t-tt [ 30D1 [ ea�Tslla �slla s it $fah=1.5&3 Plate Offil(x,Y):I2:0-7-11,Edge6[9 Ec,,0 idl Loading (paQ Stsaeing 2-0-0 CSI DEFL N floc) IMefl Ud PLATES GRIP TOLL 35.0 PINGrip DOL 115 TO OB] VereLL) -0.13 13-14 >999 240 MTN 19]11/4 (Roof Snow=35.0) LumbeoDOL 1.15 BC 089 VereCT) -023 1}14 >999 180 TCDL 158 Rep Shea lna YES 648 080 HoWCT) 0.10 9 nla rile BCLL 0.0' CMe IRO.HiMt Pli Moser S SCDL 100 VAI 161111 FIT>20% LUMBER BRACING TOP CHORD 24 SPF No 2 TOP CHORD SucMre1 wood shoestring direody applied or 3+7 oc pudica, BOT CHORD W SPF No.2 tttept end yertut and 2-0-0W purlins(4-}B Min):5-7, WEBS 2x4 SPF No BOT CHORD Rpid were directly applied or 8-0-11 w bradng. REACTIONS illusive) 2=191(min.0311),9=17891 MCG1aniwl(Min.O-1-0) WEBS 1Row at mitlt 1 -138-ID 8-9 Max Hi 2487(LC 12) MiTek reoo..tnds Mat Steri a end required case bracing W Mu Lose 2=251(LC 12),9=213(LC 9) Iinstalled tlurin9 6erection,in erein a=Manm with Sfabilimr Max G. 24361(1031),X029(LC 3O) Ins&lat'Ial guide. FORCES III-Max Comp.Max Ten.-All firms 250 lb)or less III when ehwn. TOPCHORD 248=37511 18-19=3570959,319=-33661475.3-20=2495140],4-20-2303140q"=23071425,521=21231435. e-21=212&938,&Mii—a l81,22-23-83311 O1.21248301102.7-24-8281182,]-8=-909/184,8-9=2018,35 BOT CHORD 2-14-5363193,13-14=53&3193,12-13=32512190,12-25=32&2196.11-25=325¢198,11-26=325219& 10-28-325Rt98 WEBS }144253,}13-134&269,513=&42Q 6-13=291599.6-11=&349.6-10=18951 8-10-25611916 NOTES 1) Wind:ASCE 7-10 Vu1P117mph(3-second punt)Vend=92.,11',TOOLS OpMI BC0-�,0 f 11=24%;Cad II;Exp C',Endosed:MI RS(emrelops)exterior...and C-C ECeno IZ)-1-2-8fi 1-e-10.Interior(1)t-9-10 M 41-13,Eoeror(2)&1-13 M 17-]-11,Itroerw(1)9-]-1 t M 22-%,Exteror(2)22-95 M R-1O-10 awgOC br members and Moms&L1`NPRS hes reariom shown;Lumber DOL=1.60 Nate gds DOL=1.60 2) TOLL:ASCE 7-10;Pf=358 pd(flat roof snow):Cati 11;Exp CI Pamally Exp.;C1=1.1O 3) UnWlancetlsna Mdshavebeemmnsidemd Mr Nud"gn. 4) This Wes has been detained for greater&Men had/ied load of 16O psfor2OO times flat hod ded&35.O pas on overhangs non-mncurrentwim other live/cads. 5) Provoeeda9uNe tlrsinegefipreveniwabr p,ndinp. 6) Thisnu hasbsendesigned MralOopefbotlom GaMllvaloWr mmunntw anyoMarlhnloada. 7) -This truss hes been designed fora lies load a2O.M on Ne notom chard In all amts wherea rectangle 3-06-00 tall by 2-80-00 woe will fit maveen the bolo.Mord and any Wrtrmember,with BCDL=1O,0pi 8) Referro9ittbrls)fortmsstotrues connections. 9) Provide mechanical mm onson(by otrers)afinssto bearing gatewpeble&witllstending 251111 upliNationi and 213 to upliRatjalnte. 10) Rlia hula la designetl in emoMeMewAn Me 2O151MemeOanel RaaNentiel Catle uCOons R5O2.11.1 and R80210.2 entl r mnaed sbndaN ANSIITPI 1. 11) Graphiml pudin representation does not bei to sin or Me omnMWn of Nr:pudin alone Me top and/or bottom chord. —U LOAD CASE(SI Standard '�NOr rt,r;^\ JUAN J. s � gAIESUi STRUCTU 1 .ti SS- A, 05/29/2019 05/29/2019 Jab Thou Tmu Tyw Ory Ply 79 Maynawl Rd.Northampton MA 190516388 HW Hip 1 1 Job Reterenre(options) aFP,UFP Ruh,824 S FM 112019 ell 2W Fm 119119 Mitek Industrial,I=~May a 10:510.5 Pge1 l0 :aFn2nnwrtvteanawnsaJ:lnbnmx>ulcrvxl.wvt.woava2Er uI�cR9trelma99e 1 ,47'-Lt7 sae ( +te-7 vz-+s ( z3a9 I zbn-1s (304-1 1 7 sseTs Is—� slcz��ssgT,s2—r—� 4m 54 30 48 we dni $ = aas 9 4k rz as Is 9 12- 6x4 V"� 20 d $ 5 t 19 1B 2 1 b 14 19 x412 25 tt 20 z1 3E 2vI 1. MF20HS said 44 Al 6812 ( soe ( 11-z-11 I 2a2a ( 360-1 �sax��fisa �e�ta—mac ta { Sole=t 53.3 Place 011uts(X,Y):[20+3,0.1.07 Leading IpeO SPbeing 2-0-0 CSI OEFL n (kc) gdee Ud PLATES GRIP TCLL 35.0 Plan Gnp OOL 1.15 TC OA9 VgpLq -0.10 10.11 x889 240 MT21 192144 (Roof Snow=350) Lumber DOL 1.15 BC 0.82 VerRCT) 4L38 10.11 s9I9 180 MT20H5 14811 08 TCDL 15.0 Rep Sa»elnU YES VrH 0.01 H.(CT) 0.11 1a Na me MT10HG 1971144 BOLL OA• Cade IRC201WP12014 libera MS BCDL 10.0 Nbight:155 lb FT=20% LUMBER BMCIRG TOP CHORD 2x6 SPF No TOP CHORD ShucNrol wood ethical dtrxny Wiled or 683 oc gonias. BOTCHORD 2,4 SPF No.2-E.W B2:2x4 SPF 210OF 1,8E except end wiickl6.and 2-60 oc primeµ1-7 maw.):4-0. min 2x4SPFNo2 BOTCHORO Rigid wiling direct,applied or 8-11-11 ecbraobg. REACTIONS (lb%ize) 2=191610.&8,(min.0.3-0).10=1]891 Mecba bill,(min.0.18) MES 1 Row at midpt 513 Mu HOrb 2=248(LC 127 WEBS 2 Rows at 13 File 7-10 MU UO R 2=2M(LC 12).10=278(LC B) JOINTS 4 Max Goal 2=Y124(LG 31).10a2312(LC 30) MiTeknxommende Nat SWbilrsemaMwcuimdcmssbmcin9be installed during truss eneden in ewoMenw with Stabilizer Installation guide. FORCES (lb)-Max.Comp MJ Ten.-1l forces 250(lb)or leu avapmwhen shown. TOPCHORD 2-1B=4iicull 1&19--33801474.Z19=3381M87,YN=-286&425,4-20a-2832143,4-21=25291447,521=2532 7, 522--28211351.6-22=2821951,57=26211351.7-23=7011182,623=-6971183,69a-7931196.9-10=35&84 BOT CHORD 2-1"1-67145024,1314=5719024,1324.2&2835.12-24=.2&2835.12-25=42&2935,11-25"2812935, 11-26=3002169,2627 002109,162]=.002168 WEBS 3.13x-1089225,4-13=200674,5-13=-55i 511=8841195,7-11=7653,7-10=284,401,7-8=169BM NOTES 1) Pond ASCE 7-10;Witt!17mph(3 hd gust)Vaal=82mpo;TCOUSOwf;Bi Opal h=245 Cat 11;Exp C;Erckwd;MVVFRS(envelope)extwor zone and C-C Exterior(2)-1-2-6 W 1-9-10.Inower(1)1-9-10 W 7-1-13.Exterior(2)7.143 to 157-11,MIeMn(1)15-7-1 t to 24-95,Fxtanor l2)2495 to 29-10.10 zorl for members and bore 6~RS far mpions Mown;Lumber DOL=160 plats gip DOL=160 2) TCLL ASCE 7-10;Pli pd(flet mW snow):Category I II Exp C:Pal Exp.;CIP1.10 3) Unbalanced snow loads have been considered nor Mie design. 4) This truss hes been designed for ghoul W min hoof live lord W 160 orf or 2,00 home Mt mot ked W 35.0 pd on overhangs non-bonwrrtnt with Mler live loads. 5) Provide adequate drainage W prevent wafer ponding. 6) Al matee are MT20 pkM unless oMenwive indlrefed. 7) This truss has been designed for a loo orf coach chow live load wnwncanenm with any other live loads. 0) -This trues has been designed nor a live load W 200wf on the bMom cSord In all areas when a rectangle Y0 00 oil by 2-00-00 wide will rd wand any other mangoes,with BCDL=10.OpM. m�,{;(; �-� B) Roper W groans)for chas W e w husmmetiw. 4� 10) Provide mechanical connec5on(by Whe9)d Russ W beenng blame caped.of withstanding 2341E m upit at 2 ON 2791E uplM at toi 11) This truss is designed in accordance with Ne 2016 InternalRe3Mengal Code sections R50211.1 and R802.102 and Menneed SlITPII 1M\ 12) Graphical pudin npnsental does not depict to sloe or Me internal&Me Pullin along Ne We and/or sworn chow. 1 LOAD CASE(S) Sbndaw1v FS UT 'RA BT Pull 21 IST P SS.VNAIt:4 05/29/2019 bC Tmu Trent Type Gly Ply 1 79 MrweaN Rd.NoMempbn.MA 160518399 HOB Had Hip 1 1 Job Rd..(opmrw) UFP,UFP year 824 S Fes 112010 Phil3b S Fee 11 Po10 MRekl nddrwe.Ire.YM.129 IQ61:M Pq:1 IOryRm9w.sTma15:1VWYzmoHca8i iurvQlO aoe0wHx9Sec00aftSzBW 1 -0-t) 90 I 04-7 ( 161-n L 160) $$-+1.0 306+ 1 1- ) . rats 12.E 1n14 xH.z-�)al2 V 6 O8 3N 1s as 20 `2 rz n Q a9 S ^ 3 t7 +a 12 3 1 0 1 0 3X0 .p MT10X3412 W MTIeX50X1$ �e}11 11100 10.01 £ii 1 afT2 Ta18 Sa4=1e63 Ptid,O (X.Yk Iz:ou,0.154 Ie:Edge,01-81 Loeding (pd) Seacing 2-06 C81 OFFL n hoc) Web LW PIATES 11RP TOLL 350 Plate Gnp DOL 1.16 TO O.N VeBLL) -0.M 1012 NBB No MRO 19)tlN (Roos S. 36.0) Lumthm DOL 1.15 SC 080 Verl(CT) -0.R 1112 e553 180 MT18HS 19)l1M TCDL 15.D Rep Spread lncr YES N4 0.90 Horz(CT) 0.12 9 Na We BOLL OD' Code IRC201STP12014 Miami SCOL IDS Might 13916 FTs$0% LUMBER BRACING TOPCHORD 2x6 SPF No3 TOPCHORD Swdoral woad Washing cal applied or}10.9 u pumns, BOTCHORD 20 SPF 210OF 1.8E except and vaRkala,.02-0-0u pudlne(35-5 onal 0.8. WEBS 20 SPF Not BOT CHORD Rigid calling call applied or I0 do tracing. REACTIOf1S itoppee) 2=1916!0.5-0(min.0.2-10).9.1788/14 MnkM(min.0.1-81 WEBS 1Row at mil 5-12 Mar HOM 2=214(LC 12) PoEBS Roal 113 ts ]- Max Ul 2-216(LC 12),8=-312(LC 9) M.Tek reummends Mat SM6ibers end required ws 6razirq M Max Gm 2.2065(LC 29),0•N75(LC 2]) Instilled during trust 01ecEon,'m acWNanta wM SMNIiM mstineoanguide. FORCES 1161-Mas.Conal Ten.-As,taus=Bad or las evident sten elloen. TOP CRORD 2-18U4754520,}18=34dNa5B,}t7•.33054N04-17r 5250N5,4-18=29641465,18-1 9=2985485,5-19=2%]1465. 5-N-3]88AB8.&7=338136,&9s<8)R2 BOTCHORO 242=40111t)l 11-12-Slfi 41&11.5158818,&led QSM WEBS }12•-]9$214,0.12 21803,5-12•-to31Ro],5-10.684/202,]-1 W52/912,7-9=-34951488 NOTES 1) Land;ASCE 7.10:Vu1P117mph(3seuM gut8 Vaade92mp6;TCDLe5.Opet,BCDL•5.0pd;Irl Can.11,ES G;Endued;MWFRS(melena)exd,dorzae and C-C Extedor 01.1-24 to 1-9,10,Interim(1)1-110In 5.1-13,Eklefor(2)5-1-4 IS 1}7-11,Interior(1113-)-11 d 28-10.10,EaMtla(2)261010 to 29-10.10 zdvi b members and Imces S MWFRS for reactions,shown;Lumber DOL-1.00 plati this,DOL=160 2) TOLL'.ASCE)-to;RISE 0 put(Mt roof move):Category II;Es C;Partially Exp.:Ct l 10 3) Untenanted snow,loads have been considered for alis,design. 4) This bus has,beendsial for greater of min loot lie lead of 20.0 psi or 2,00 arrive flat roof load d 350 DN on osmarlgs nonconcunent with enter live leads. 5) P.M.achieved,dreilega to pmveot water paMep. 6) All plates she MT20 than unlace omeviee Indinech. )) The"Is he.been designed for a 10 o pd 6dbm dvd Iive lead nolemammtwb arty other five I0We. 8) -This thuu has Seen usgead for a live lead of 20010 on Na tnitnm Mad in allareeawtee A recierigle}118ig all by 2-0000 eke 411 fen 6eween the 6o.Chl ed, any timer members 9) Roar fo 9irdaRs)for thus bbuaa tenecdpnss, Vysu..V 10) M 11) This bu eaade•gMdin aaxdance wN1 Ne MIS InYmadonen Residential Cache eediwu R502.111 aRW2.102aM relOrenced am*,ANS l• 121 Gapheal Dudin raaauantidal choea tetdepid id,ekaaMe arMntiand Me purls along 8ebpaed/a MMm clad. e LOAD CASE(S) SlandaN /^- JUAN e ALES UIP"1'- G VG $1RUCIUT 1 21 MIT SS1-NALO 05/29/2019 i; f Job TrussTrves Type Gry Ply 79 Mlaymol Rd NoMampmn,MA 190516388 HW Half Hip GlMen 1 1 Job Referanro(opuone0 UFP,UFP Run:8 V S Fell,11=9 Print&2403 FW 112018 MRrt Industries,LIC.VM she N 10.51:06 oxides ID'_G7DMypWryiluGMDV34CBhgmG4elPEJUNtlKKlatB W MHY45sCpC&kblXFy$ie9p2 I - 1 a ] 7+� ( JW W I 1.67 I zu+ »Pt 1 7 z312��5'i2� �1ss 5 �s¢io ss Ma0H31N14 3<a u1a in M MT1&130a1a 9 13 -al .21s e Sion 96 grTit4 Q d 113 1 0 a 24 15 29 Ze 27 14 23 A19 30 12 91 a 3l 11 94 ]3 38 ax12 axe Pea Mi18I137xie M9 arm.swe .12 412 JLM JI Jt a. J12B JIM am J129 JL20 am J. JtX J. Jim 6619 tz2lo 1es7 x24 I zBwsrl 8S1S��561S �S¢I3��S¢i��S1i-�.� Shale=l 11.3 Rem OBeeM(X,Y):12:084,0.2-10],[00.9{0242].I,61-12.0-241.[10:045-8,0-2-8].[1 Igi I14:0-34,64-8],1150+0,6581 Lwtling (pest) SprJng 244 CSI DER. n (lot) aide0 IM FLATES GRIP TCLL 35.0 Ram Gnp DOL 1.15 TC 0.98 VeIyLL) -095 12-14 NN 240 MMOHS 148/108 (RWShoe=35.0) Lumber DOL 115 BC 0.00 Ver(CT) -088 12-14 1541 180 MT20 197144 TCDL 15.0 Rep Sbrenlnar NO )MB 090 HOR(CT) 0.13 10 Ne nm MT1:HR 1971144 ,CLL 0.0• Code IRC2015ITPI2014 Matrix-MS BCDL 10.0 Aegis:1851E FT=20% LUMBER BRACING TOPCHORD 2a6 SPF 21 UDF 18E TOPCHORD StrucMrel womd.heaMing directly ap,%W or 2-11-9 w pudlns, BOTCHORD 2x0 SP 2400F 20E•EI¢eW B2:2x6 SPF 21 UP 18E except and wrtirela,and 20.0 ac pudina(2-614 mi 4-9. WEBS 2x45PF No.2•ExcW W8:2B SPF No.2.WT.2M SPF 210UF 1.8E BOTCHORD boximilmodirroftlandodor" bo mono OTHERS WSPFNo2 MTek recommends Met SmNlmers and requiretl toms brean9 be RE,kCTIONS plimiae) 24385/65d.(hum.DB-11),104548/Mechen'Ial.(min,0.18) instead!ad during truss erection, cm in armann with Statudimr Max Hone 2x172(LC 12) Inemllatlon guide. Max UPIR 2=905(LC 9),1Dai 160(LC 9) Mex G. 2M481(LC 27),f 0=5290(LC 27) FORCES (ID)-MMC Complies.Ten.-9lfons250(lb)a insexceplwhenshwm. TOPCHORD 2-10=897&1972.1619=889&1978,119=287411901,32=09001959,4-20=10489,2285.20-21=1049I 521=1049==,S6=101478210,67-101471221D,/2=1014712210,622=873311488,8-22=873&1466, 9-1ox_dea 1011 BOTCHORD 2-23=1809/7956.23-24-lWW958,1524=1889V79513.1525=1741/7755,25-26=1741ITy55,26-27=17417755, 14-27=171]7]5414-28=228&10501.2629=22135110492,1129=-2202/10405,13-30-2283/10489, 122D=2203110489,12-31=14089733.3122-148815733,32-33=}1889733.11-33=-146&5733 WEBS 415=34311760.3LI = 2&tID.4-14-7511S14=74812425-12=80&1447-12-8991134,612=873/4014, =3031940.9-11=1707/7029 NOTES 1) Who!:ASCE 7-10,Vmt=117mph S-second gust)VeW=92mm TCDL=5.Opah BCOLx50peF hx24R;Cat.II;Exp C,Encamped,MWFRS moveables)eMeriorsome and C ENeno(2)-1-28101-9-10.Inferior(1)1-&10 m 311-13,Exmoor(2) 3 m ll-7-11,IM ftr(1)11-7-11 m 269-10,Fxlerior(2)269-10 W 29 lO mne;C-C for members and fomes as~RS for relations shoen;Lumber DOL=180 no,gnp FCL=1.00 2) TCLL:ASCE 7-111;Pf:15.0 per(flat mef arm),,Category II;Exp C',Padia.ry Exp.;Ct=1.10 3) UnOelanced anus bads hew been considered for-this design_ 4) This Wss has been designed for greeter of min mal lin load of 20.0put or 2.00 times fiat read mad of 35.0 pof on ondmn0s non-concurmnt with Other 1.load.. 5) Prwke adequate d2ini0 prevent water ponding. e) All plates ere MT20 plane umes etherise wooded 7) This bus hes been designed for a 100 pat bolmm chord Iwo lead nonwncument wsh any ether lade load.. 0) •This trues hes been designed our a Ln load of 300psf on the bodom intone In all areas where a xxtengle 3-06-00 tall by 290-00 was wallR Mold and any alMr Members. 9) Refer to guder(s)for tors to tun Wnnenions. 1D) PreviM metal plate or equivalent at treadmills)t0 m support macean shown. 11) Provide Machaniul connotation(by Mom)of ws ou Menng pmts repeble ofwith]mnding 905 to JON atpint 2sn 111601bupIMat \ r. 12) This truss is designed in axo m nce with Me 20151ntemefional Resdendal Code perhaps 8502.11.1 antl R0o2.102 and mMrencetl - AN$II AH J. :•.I 13) GmMiMlpudinrep MaWndoesnedepiq Nes¢par Msonenmeon Bf Mepulllnalongthempend/wb8tlom cFrood O -'1741/'/ 14) Use USP JUS(Wth6-10d ails iMo Girdsr&4-10di1-1,2 nails Into Truss)erequivalentspend at 2-0-0 oc Meting at 3S8 91a run d s (eel H21(1 ply 2x8 SPF),H22(1 ply 2x4 SPF),JOt(1 Mr 17x4 SPF)m trontfece ad bottom chord gT 15) Use USP,11-26(WM 6-10d samurai Girtlera410tlx1-12 nails appo Trow)8requivNertaleadat2-0-0...smWrB at2658 to dose a,101(1 ply 2x4SPF)Wfloat MCOct MaamchBM. `tnC 16) Fill all Me hdeswhere hangerisinomtactwMl lumber 191 17) In tlIe LOAD CA$E($)aecfldl,IMda appliedm Mefa06 of caw trues ere n:4ed es lraM(FI orMG(B). SSajNALE 05/29/2019 C8nametl on papa 2 Jtl& Tmv Tmu Type pry Ply TB L3aynaN Rd NwNemplpn,MA 190516388 H09 Haff Hip Gilder 1 1 JaD Reluena(aptlana6 UFP,UFP RW:&2<B FBL11 MIOPON 82b SFO 11]OIBMil MlnbJ s,lm~MayA 1051:N P42 10 GN p�BmGf EJ�H%&Se(:P09FGMR4zPpp2 LO DCME(8) SandmM - 1) Dxd t Sm (Manta)'.LUMWf lncn l 15,Pleb lncm w l 15 Unffoml Loads pag0 VOM 14=IWA =-100.2-10=2a'- C.n5aletl Castle(lb) Ven:23•-Ba0(F),24 331(F),25=-353(F),2a=-353(F).27= 53(F),28=353(F).a9 353(F).W-353(F).31=-353(F),32�3(F),33=353(F),U-30 (F),35a-353(F),38=-3611(F) �1HOF R!a T1, E Rn N� STRUC3U 21 SSiJNAI Et". ,' 05/29/2019 Job Toru Trues Type Gly Ply 71 Maynad Rd Northampton,MA 198518388 H10 Half Hip 1 1 Job Rammi(opional) UFP,UFP For,B&9 Feb 112019 PEM:82409 FM 112019 Miles,l nurneq l m.YN]Mayu 1651W Page Ibvx401'F54MA5x%Gert&xBnE3GisZAEJUNDNJRB&a0pW%EleGhpMMPR5zBp9i 1111 e8e L S-4H ISS3 are X14di IS B� 14 9 roe 2M B IB x 1x Som-1!AX eaa eY] Plate OReah(X,Y):I1:&&B.Edgej Loading into Spacing SOA CSI 11i in (Ib% 1IEefl Lk PIATES GRIP TCLL 350 Plato Gnp DOL 1.15 TC (A0 Ved(LL) -0.19 6-6 s9BB 260 MT20 1a11144 (Roof Show=3511) Lumber DOL 1.15 BC C.84 Ve"C' -0.31 69 -629 100 TCDL 150 Rap Straw tato YES WB 033 HOM(CT7 0.03 6 rile We BCLL 0.g• Cod. IRC2015,TPI201 Maori BCDL too 1106th FT=20% LUMBER BRACING TOPCHORD 2x6 SPF No.2 TOPCHORD SWctunl wood sheathing directly epplied or 51O oc pudlns, BOT CHORD 2x4 SPF No.2 except end mNmis.and 2AA oo puthns hii max.)'.0.5. WEBS 2x4 SPF Not BOTCHORD Rgid ending directly applied or 10.0E oo bmang. SLIDER Leff 21S SPF No.2-2A-0 WEBS I Row atins ] 68 REACTIONS (Remodel 1- BUM44,(min.0-24),85831 Mechanical.(min.0.1-0) MTek rewmmends Met Stabi'Isers antl requned ansa bradng be Max Here 1# 11(LC 12) Insfalletl during truss anxi In accodance with Stabdaer Max Uplst Y-110(LC 12),6=189(LC 12) Irouiation gentle. Max Gray 1=1409(LC 27),8=1133(LC 27) FORCES (Ib)-Mu.Corop.ntsx Ten.-All forene 250(Ib)or lass a.:enpt when shown. TOPCHORD 1-2=760183.2-13=1762HM,3-13a-15521142,3-14=-15 8 916L 14-15=-131711]4.4-05-1205/1813 BOTCHORD 14=32711541,8-16=110490,7.16=11W490,7-171-110,490,&17=1101490 min 36=914874,4-6=202/1229,4-6=114&268 NOTES 1) Mad:ASCE 7-10;VuM:117mpn(3-mcMd Dust)Vesd=92mph,TCDL=S 0psf,BCDL=S.OW,,h=2411;Cat II;Ev C;Enclosed,MWi(envalbpe)seeror m,a and C-C Edenor(0)0-&0 be}&Q In enor(1)&&O to&104 Eatedor(2)&10-5 to 113-4-10 db,e;C-C for members and forces 6 MMRS for reactions shown;Lumber DOL=1 60 plate grip DOL=180 2) TCLL:ASCE 7-10;PF-35.0 prof(flat mint snow)',Category II;Exp CI Partially Exp.;CM.10 3) Untalententl snow loads how,been considered for this design. 4) Provide adequate drainage prevent water Winning. 5) This Was has been designed fora 10.0 psf hotlgm Mod live load no tooncurreM with any agar live Made. 6) -This Wsa has been designed for a live/bad of 20 Opel on the boXwn chord in all erten where 9 rectangle 3L0-00 YII by 200-00 wke wit M between Me bottom Mod and any other members,with BCDL=1O.OW, 7) Rehr W girder(sl for Wu to More oonnecions. 0) Prow irecramol oommiibn(by omen)of tensa W bearing plate enpede of shrouding 110 In uplift at joint l and 189 lb host at joint 6. 9) TMs Was is designed in an,codaoae with Me 20151MamaibMl Resttlental Code eetlione R502.11.1 and 8302.103 end nferelwAd intended ANSI7PI 1. 10) Grepi punt,representathon does nor dealer Neale or the oleMatan of Me punin along the top ardor bottom Mod. LOAD CASE(S) Styli Nsd444 § �m� JUAN ^, .Uj M1LLE5 UI Iia ✓'' STRUCIUp 1 - IST ssaNig 05/29/2019 Job Trua Truss Type Ory Ply 79 Maynard Rd.Nonhempon,NIA 19051638B 1411 H. Hip 1 1 Job Refemnm(oplunal) UFP,UFP Run 1.112019"Int 82435 FW 112019 M7MIMnbsins1..Mry 201.a L8 Paper IO'.FIWWG6n =YuE]SG"-G<a]AEJuNObCRa9EaWxX FAg1 Rp5zB2p2 @9$ 8413 11-11a 2-13 � 8413 2-IL2 ad 2" n13 has 4 12 Tz Br A 4x4 12" z 1 1 5 8 ' 4.1. zw a.6 ` s].Is ` tartars SKIS S]-15 Sole=14].0 Plate Ofleea(X,Y):[20-1-11,0.1-2] WOlnp (pef) Spacing 2-06 CSI DEFL n (kc) Vdell L/tl PLATES GRIP TOLL 35.) Plate Grip DOL 1.15 TC Ol5 Vxt(LL) -0.0] 6-10 >888 240 MT20 19)I141 (Roof Grove 35.0) Lumber DOL 1.15 BC 0.6] VergCT) -0.OB a-1D >999 100 TOOL 15.0 Rep Shea lwr YES VVH 043 Hars(CT) 0.09 2 Na file BOLL 0.0- Code IRC2016,117' Manx-MS BCDL IDA WeigbL 011b 7=2D% LUMBER BRACING TOPCHORD 2x6 SPF Not TOPCHORD Structural stood sheathing directly applied or 4-5-7wpurium, BOTCHORD 2x4 SPF Not exciift and wN.els.and 2-M do pudim(e-Do max.): VVESS 2µSPF No.2 BOTCHORD R" Id Hili -0cb..n . SLIDER L.R 2x8 SPF No.2-280 Was rewmmend r ds Mat Stabilizers and required beating Ee REACTIONS (IWsize) 2e9lN ,(min.04-1),5 491 Mechanical,(mm.0-1-8) installed during Muss motion,in awordanca sr M Stabilizer Ma Hork 2-211(LC 12) Installation puke. Ma Uplift 2¢-137(LC 12),5=114(LC 12) Ma Grey 2=1325(LC 29),595(LC 20) FORCES (lb)-Max.Comp.rtdax.Ter,-A[foreee 250(11g)or ass mecapt when shorn. TOPCHORD 2-12=9071182.12-13=5=,3-13-421i3ll BOT CHORD 2-]=488/11]3.6]-10X580,5f6—I N1434 WEBS M5 8571252.3A=W299 NOTES 1) Vtlnn ASCE 7-10;VulP117mph(3ae000 gust)Vad=82mph;TCDL=56p f,BCDL=5.Opf,h=2410 Cat II;Exp C;Shouted.MINFRS dump")elerior zone and C-C Ekeof(2)-2-26 W 085,Interior(1)08-5 to 41-13,Erfeor(2)4-1-13 a 11-2-2 zone;CL for members mrd forms 0 MW'RS be maws shown;Lumber DOL=160 pate pro DOL=160 2) TCL:ASCE 7-10;Pf=95.0 Pm had hoof sox);Cetepory II'.Exp C.Penalty Exp.;C"10 3) Unolanoetl same loads neve been considered for this deign. 4) Th is Muss has ban deigned!for greater of min hoof hire load of 20.Dpelf oe2.00 were flat roof load of 35.0 puff on mammngs doninnaennt wlm Other live loath 5) Provke adequate drainage to prewm water Noting, e) This Mass hes been resigned!for a 100 pl hoomchord live load nonwrs:urrent with any other l'we loads. ]) •This Wahasbeendesignetl(Oral'welo.dd20Opsfon MebodomctioNinallaraswherearacanple1W00 WIby2-0(1-OOwidewill fitbeMeen the b0lMmchord and any other members. 8) Refer to aidder(s)M Mass W truss corrections. 9) Provide mecteenicel win necdon(by others)of truss to beefing plays capable of withstanding 137 he up'M st pint 2 and 114 Is uOn at Din 5. 10) Th is truss is designed in twomnce win Me 20151nernaSonal ReakenUsI Code sewona R502.111 and R902.102 and referenced!standard ANS I?P11. 11) Graphical puffin lepmemafwn does not depict the hope or the oriental of me puffin along the by and/or boeom cord. LOAD CASE(S) Standard �tNOF 61�a��. JUIJI J. i'%• ESU1 gtfgUCTUf f SSIGNALL 05/29/2019 Job Than Trou TYm 01y Ply )9 MWnaN Rd.NSNtampbn.MA 190516388 H12 Matt Hip GiNer 1 1 JM RnsanWe(oPliona0 UM UM Inas NS FMII tom won&3 .11 file NITM IMu.- 1 mons e,2.lost.1 page1 Io MTLBOMC OAL140HhBM1Lti*HONaINNyFHgl9 WVW lYlylvMNRftoY e-214 ,14 L 31d $i2 ry8142 r,2 2-10-rz ere x4 9 12 .yt ° IF- to <_ a 4 _ 4 4 Q $ < 2 100 L 1619, 10 15 9 m 1] 1B 4x12 as 4M A26 JLM JI-VI JL2a JL2S 5811 11-114 5411 6W 9uN=tb Pbr olbw a.n:12:0614.Ed l 11,0 .0412] Lndlnp (Pa0 8psdinp 2-0-0 CM DER. n fl-I IIM Is PLATES GRIP TGLL 35.0 F1Me S . OOL 1.15 TC 042 Val(LL) -0.OS id >eW 240 MRO 197/1M (Roof Srow•n o) Wmba DOL 1.15 BC oe9 Vol(CT) -o"S 74 •999 tell TCDL 150 Rep SMaa 1. NO M 035 Htrs(" eel ] N. r✓a BOLL 00' Code IRUOISNPIN14 M.MS SCOL too Nbipbt 6610 FT 20% LUMBER BRACING TOPCHORD 2M SPF Not TOPCHORD Struobnl woods sheathing directly apples or 5.42 m putllns, BOTCHORD 2M SPF No 2 umplandveNtel•,and 2-0.0m putlins(BHW IM%.):5�6, MEE 2N SPF No 2 BOTCHORD Rigid milln9 danoll,applied or l0-0-0m tows, SLIDER LM 20 SPF No2-2L-0 "Al 1 Row at MWM 5-7 RE CTNNIS god") 2=1870lhorb.07=17271 Meftereal(min.0.14) Mi Tek xommenM that Stabilizers aM roguEsd cnu becingas MexHOrb 2-169 hC 47) installed dorm,W u emotion.in eCNWe.we SbNI., Max UPIR 2=369(LC 12).7J09(LC 9) InetalIMxm ilde. Max GOO, 2.22121LC 28),7-1859(UC 2]) FORCES (lb).Msa Co Max.Ten.-Nllams250(b)abuaxnplwMn Sbown TOP CHORD 2-AtIZOR20.3�=2110N45.4-13=1661I4ID.S13=1801/129.6-]=YNH1 BOTCHORD 2- Me 8-18�]L13B8.1617=3]911386.17-18=3]9/1388, )-16•-3]&1388 NfBS 5$-29711425.4-0=glint 12,S7•-1°&/NO NOTES 1) Wed:ASCE 7-10;VJ1=11)mpl(0.semnds posy)Vasd•92mp0:TCDL•S.W.BCDL=5oP,1.b=24R Cat II:Edo C.ErclMeO',MVhRS(envelope)evbMrzme antl C-C 9dpgnp OO(2)-2-2-0b 0.)-3.Inlerbr(1)b)-2 b 2-1-13.FiWbr(212-1-13 n it-2-3 zae:CL tar members antl Mrcu°61WFR5 tar roeCMna sn9wn;Lumber DOl•1.80 pale L•ta0 2) TOLL ASCE 7-ID:PI-do he Oaf Tett cans sMw);W are deal,Ex0 CI P•Ma:Iy E1p.:01=110 3) ThMlanndsslbeen desbam Ceen rgreatlOf Mi grbisload 4) Tbla true has Men designed Wf mined erns min roof live Imds of 20.0 of Or 200 Smen flet roof Intl ns 35.0 Pat ort owmanps mncpnmmMwiN amar live Imda. 5) PnsWohas bedrainage IO Dreamtavatar Wntlilp. 6) This trusbusbeen deisnnedfor afor live mf Mllan chordnlo,moom ChOwmmtwiM enyother hom a ve loads . ]) 'The burmormbun deaipnN fore flus bed ns20.Opaf on be MMmcaoN in allareas wnerearectayle 3-06-00 tall by 2LD-00 was will filMMen tle botlancMNand any Other malfo ers 6) Potor rove.plrMgMtar nmiin to (b mnnsMm. 9) Pnvbemecnen'IUlmnnecMnlby ONcs)d b�a•tOMamo Dlenm{ade ofwNnclacho Hong 11.1 old piM]aM 368 IbuFAM•tpim2. 10) Gmiduu is consent nods inaonNanw wall the 20he listabsee or theanal Rntedo,l CWeeal along To,to 1.1aM R802 10.2 nord rMxenmd NeMeN NN51?PI 1. 11) Um USP Wninr 6-10,1 p 1nblbntlOeo nWMpitl iM•x1-I lbs DnemaM' Nme Wdinalm9bellM 2l thaCMN. ssaolo- Jr44 12) Um H2PIply 1bpot,Hn IiMy GiNa°.Jot(I ply Yl4 SPF) Tl in)as of W em spa¢tl a12-0-0cc Max,.°blMq at 2-5-°MmN nd- bCb6Fr-. (ft)H21MM ply 2MSPFLH22(1 py2x4orvalt01(1 PIY 2x45PF)bb'.ch fan nsMMm Natl. i- 4L 13) In Me mY W.wMrt Mnper's n mnWsyc iN harder. 14) In be LOAD CASE(S)sexSwl beds appiedbmefandNa true an n.AM es Mm(FlabaCxlB). ` LOAD CAII Standard IUAIJ 1 1) DMdx SMx(bWnW):Lul lnaea 115 PbYlnc w1.15 RAI 11° C Ung .Linda(gold BTHOC 1 t VM:1-5-100,5{-100,7-9=20 21 Concentrated Loads(IC) Vol 14=,640G).15=334(13).16=353(13) 171-353(8).18--356(8) - SsuNaLt .F 05/29/2019 �.b Today Thun.Tylad Cry Fail, 1 71)Marriard!Rd ��.MA 90516MB H13 Half Hip Ginder 2 1 1 Job ROM add hoposeran .mP.JFP Ran a N 8 Fab 112012 Front 0 240 S Fay 11 Mg Islas Indurnes Im Wide May 21)10an M baby ID��U�WB�HQ��kpFHqIBHM�Mlg��wftgY 2-1-2 uIT12 12 6 r—SMS 2X4 3 11 15211 2 T2 10 1-8-13 12 13 14 010 Anti WC26 JI-20 JI-26 6�12 Sai Plare Y):[2:OuRfi.�Il luesaffirs; 2� "I DIESIFIL a (Ii Iii W PI-ATIDS GRIP M.0 L 055 VMALIL) a DO " 11% 240 MUD 19711" (RW S. 35.0) ON,1L-t-aJ7.f,-- BBC 0 My theri 0 05 " � 180 TCLL TCOL 15.1) RedSmdAIw NO VNIS 0.15 HoddCT) ON 2 May has C . KILL 00 Cod. DRIC2015i ligarms MP ECIDIL 100 inki 36 to FT=20% 1.1.11111BER BRACING TOPCHORD 2MI SPF N-.2 TOPCHORD Structural Wood sheathing difireanny appined or 6"oc Mi BOTCHORD 2a SPF No 2 ...or and sandals.and 24-0..I.d.m.(6-0 0 mi YNESS 2.4 Say Ni GOT CHORD Pladdidlimadmandayapproadoi mcia, SUDER Lefit 2x4 SPF No.2--1-1-0 REACT)ONS (forage) 2 0-148) nobillsol during mardstainablymn in abdondrands an StMika, Max Heard, 2270 GLC 12) a.wlw.,Uw. Max Uplift 2'-"s(LC in Si(LC 9) Max Grawar 2�(ILC Tit),SialiS DLC 75) FORCES Ob)-Ili Com,i Test-Ad fianda,250 M)or a)bays awrawn Modern TOP CHORD 2�27,608.�-MRJUD SNOT CHORD 2-12�irfi 12-1�Wll.13-14114Q7/37O.5�14=.12i VVIEBS ��390139 NOTIES I) Wool ASCE 7-10,Vultall7ropin C-sedonal gi trysid,92MM;TCDLd5.Oi KDL=5.W,hiidi CO,11;Exp C;Endhossid.MI hearradhode)mmMaMruoy.rdd C-C Exharior(2lache C-C for readmiders and forced,&~RS for hisnotions Mush;LumMyyr C0L::1 N plaby gnp COL-1N 2) TCLL ASCE 7.10:Pi 0 prif(tat haddi ones),Caftse,11,EM C;Partally ExP;Cti 10 3) Unflassaambed an.leads hands been consda.far has dil 4) This truss has been designed!far greater of min nyof last load of 20.0 Pat ot,2DO Mays fat abof lead of 35 0 May on onsamari mon-dandament MiM other laid loads, 5) Provide adequate drainage to present Manor pending 6) This mults has Dean resigned!far a I D 0 per beftem chand the lead moncomaidaynt vi any other say Imbi 7) -This truss has been designed am a Stay bad of X Opt an Me bodaymn coastal in all areas wh�a hadyingly,3-018-00 off by 2-00-00 Made*11 R bershease Me botabon Conal ON an,other member. 8) Risen W ginfirms)for tn...to houss dicannecifions. 9) Preende hasychannall cormancedon(W�M)Of bross to bassar,Paris dii of whinsdanding 1 W Is wash a Part 5 she 185 lb upift at joine 2 10)1 This trues is assumed in duardaymbe arm Shay MI 5 InWM"M$l Reaudromil Code suardamys R502 11.1 ancl Nadi 2 and�m�standound ANSIVTPI 1, 11) Graphadat urhm .not aftyphict this�ot�and drantati of Me pur.at.,Say baby yardifor botbashe dilsonal 12) U.USP HJCM arriffn 16-161 mala into Cuban&IOJ it.into Thasel andarayflant at 1-9-6 Mayor the IM and!to commidt bessidial JU(I ply 2x4 Si AM ply 2,al SPF)say thad,May of�"hey"! '��o — 13) Use IJSPJI-2S(VAl radirsidGmi IOSIX 1-1/2 brolsindo Tr otbaso,saidentspaidard III od M. yourtang 02-"frome let)J02(I phy 20 SPF)to thaddir hadis of boday,mom 14) FA ON has heasys Marcos man,for dy in broadvat Mom lumber 15) l.ftL�DC�E(S)�nrl�.�pM�WM.f.d��.�.�,�.�(F)��(8) LuDAD"Si Stmedisid JAN J, 1) Deadd+Sinew(dolienced) Lumber Incrawasaii1.15,PMM Inscrawassi IS MES 1 114 Underm Linad,(MIN) SIR IIJ Vart 1-3i �=100 S-6=20 21 Concentarand Leads(to) Vert 12=1 10 B) 1�-50(Si(B) T NAL 05/29/2019 e G Job Trues Truss Type Ory I Ply 1 79 Maynard Rd.NoMampbn.MA 190516388 H14 - Hag Hip 2 1 Job Referenro(optional) UFP,VFP Ron &NS FM 112019 Phre$2.S Feb 112.18 all IMuprca,1.Y.M Mi 10.510] Peva IID MdKJSWF4Ttl ONM &WiH]xOa1 Flk11&M3W4P511wyNY lNvNgY p 390 -2-13 374 54-12 1 2-1-2 1]4 0-1-12 12 4x6 2wl d M n 1 1 5 Mi&10 4x4 5112 SUN=1 02 Lwdlrlg (pa0 Spacing 280 OSI DEFL In (Il 1% Ud PLki GRIP TOLL 35.0 Plate Grip DOL 115 TC 0.46 VeyLL) -0.04 56 >999 240 MT. 19]/144 (Raaf Snow=35.0) Lumber DOL 1.15 BC 0.25 Ved(CT) 808 SB .11 180 bill 148/108 TCDL 150 Rep St.. lnor YES WS 005 HoWCT) 0.00 5 Ne nla BCLL 0.0' CWe IRCM15RPI2014 Manuel BCDL 10.p 1 MGht 31 to FT=20% LUMBER BRACING TOP CHORD 2A SAP No 2 TOP CHORD Sma l wont shealbing directly applied or 8-00 oc penins. SOTCHORD 2x4 SPF No 2 ancept end wthum.and 2-0.0¢Wtlins(11i max.):34, WEBS 2x4 SPF No2'Excel W10x6 SPF No2 BOTCHORD Rod whin d' rSMoc no REACTIONS (thlsue) 5=312/Mechanical,(min.0.1A),5=6MW-S,(min.0.1-8) MiTek recommends t11e0 Stabilizers and removed cross bracing be bastions 8:113(LC 12) - Inatelletl dunng truss h...n,in a ManmwiM Stabilizer Max Uplift 5,55(UC 9),8=113(Lb 12) Imprimatur guide, Max G. 5=397(LC 2]),"31(LC 28) FORCES (Ib)-Max.Comp.M..Ter.-All brcea 250(Ib)or leu el when shown. TOPCHORD 2-7-33WN,24=454/313 NOTES 1) Vii ASCE 7-10;Vol 1]mpb(Ssecond gust)VavJilr2mph:TCDL=5.3peF,SCDL=5.0psf,h=240.Cat II;EV C;Eltloeed:Nall(envelope)exanor zone and CL E tenor(2)zow:C-C is members ant taws&MWFRS for reactions shown;Lumber DOli an pleb gtlp DOL=150 2) TCLL:ASCE 7-10',P635 0 pM(Dal roof an.);Category II;Exp C',PeNelly Em.;Cbl 10 3) Unbalanced am.load.have been wnaiderea he Nis rival 4) This Wu has been thagned far gretlero(min mod lis load of 20.0 ad or 2 O ares Bob roof load of 350 pad on ovemengs nanconwrUnt with oder lice lords. 5) PmWtle adequate dowel b pwent water ponding. e) All plebs are ill pates unless oderwiae indicated, T) This truu has been deagned W a 10.D all bottom chord live load n rconwnM[with any Other lis loads. 8) -This home has been designed for a lice load of 20.Opaf on the bottom chord in all areas where a recbngle 30600 oil by 280-00 wide will fit between the MMm chord and any oder members. 9) Refer M guldens)dor muss In Wu connections. 10) broil mecaniwl wnnxSon(by odors)of Was to bearing plate capable of withstanding 113 to uplift at joint 6 and 55th uplift at joint S. 11) This truu is designed in accedence with me 2015 Internal Residential Code seglons 8502.111 and 0.802102 ant referenced standard ANSI/TPI 1. 12) Graphical Wein representation does not depict the size or the onartal of the pudin along me by andfor bodom chord. LOAD CASES) Standard �y gHor ALf c$� T, JUAN J. r� ES UI BA r^ STRUCTU 1 SSA HALE - 05/29/2019 i I Jab Those True They Ory I Ply 1 79 standard Rd.NaMmmpiCn.MA 19051638B H15 Hag Hip 2 1 Job Reference ppeorup LFP UFP Run&24S Feb113019POM 5.240SFO 1130191anwinduanew Inc~Mey291&5b07 Pays, 16aWIXNMmFBBM 2mNxBldn 0,0 lVbyFH "3W4P516ypM3eIR9 nq Y .z.t2 9310 `641 ,IP 2-1-2 i to a11- m lz 8 e 3 1 1 a MT20HS L10 3W 1 6113 L Sub-t415 I 1 Laa6aq (PanrR:p 2-0-0 C31 DEFL b (bcl Shea the PLAlf58 GRIP TOLL 35.0p DOL 1.15 TC O.aB VMELL7 HL01 45 >99B 2N LIT20 19TI1N (Rad Smx•350) DOL 1.15 BC 02a Vpl(CT) -0.W 45 >913 180 MT2OHS taBI108 TCOL 150aslrvr YES SbH 000 XaM(CT) 000 a Ma MBOLL 00• 1RC201S/TP1]Otw MaW-MR BCDL 100 Val 31 is FT=20% LUMBER BMCING TOPCHORD 2x8 SPF NOB TOPCHORD Stmoural wood student,directly applied oral cc puisne, BOTCHORD 2xeSPF No.2 axceMarrawaiuls. WEBS 2x8 SPF Not BOTOHORO Pindicillurindreotyahoi ca8-0-0t, recara REACTIONS puaite) 4.371 Meohenicel,(min.0-14),5•Be8N6B,(man.0-1-8) ial recommends eat Stabilizers and required cents onion,he MOI Hone 5=198(LC 12) Installed Junin,muss eaOon,in accordance won Stabilizer MaUplifta=-99(LC 12).5= (LC 12) Inetalithom ode. Max GUY 4 U88(LC 19).5:671(W 19) FORCES (p)-Max.CornPS Ten.-All forces 250 Gh alae event when shown. TOP CHORD 31=30N157,25 617nilO MOTES 1) Vil ASCE 7-10:VuIP117mah(3aeoad WN Vaal-Wel :TCDL=S.UW.BCDL=5.OpM:n=2414,Cad II:Exp C.EM .Iffial(aveloa)exVOa zaM ata CC EMma(2)-2Z-0b 4410.demon(1)Cl to 32-0.External 52-0 til cont for memoers ata taco S~RS W reao9uns shown.WmbO DOL=180 pate 9T OOL•180 21 TCLL'.ASCE 7-10:Pf=SSb psf(Bet roof sow):Cata,ay IL East C.PartiallyE p:CP110 3) UnWaMOd.boa lute been considered tar eu del,n. at Tau buss has hen decimal for,reatar Of min roof Inds load Of 18.0 PM or 2.009mee 8M roof load Of 350 PM on owfhar,a rlanoaddhaM wit other live lads. 5) All 0.the MTN plebs mend;oeerwieadiuted. 5) This Wse has ben design rot a 10.0 psf Whom chond live load notice¢urtuM with any Mho live Inds. T) -This tines has been designed her alive load of 200psf on the bottom ebord in all areas where a recun,le 3.01 MII by 2-0600 wide with between the eotbm chord and any other members. 8) Rater to psaftea)fan hues I ache connectont. 9) Provide maoheniul con neccon(by others)M Vora b beadn9 data Gable M wleNencin,99 to uplift at pint a and a p uplift at joint 5. 10) Th Is Vista Is deedg ed In social note with the 2015 Inbmedonal Resbalhat Cade sections,8502.11.1 and 8902102 ad Marone,ammind ANSILl11. LOAD Call Standard �ShGF ri.�,s JUAN 3. , as ES UI Rn a� STRUCTU( t. 1 i" SS-NAL 05Y29/2019 Job Tmu Tmu T,, Oty Pry iB INyuw Rd, ,in bear.61A 190518388 H16 Halt Hip Girder 1 1 Jab ReNrence lopaonap UFP.JFP than a 24 S Feb 11 MIS Phf 620 S FW 112019 MRek lnWtlma,Im VCM M,X 10:5107 yeas IDLGn5M4Na%i4COFOe MzBla"MxMJVAkpFlIdl8KK3 V40a1Nm6 ?Nv Y 2-_2-7.2 � 1J 1J 8.2-12 ,-2 12 6 r sae 2x9 t 3 10 a rz �15 1 81 5 1112 13 1x10 4x4 SNP3 JL26 JL28 8-2-12 AL Stolf.l N e PMts ORseM(X Y):(2:OJJ.O4L5, Lmro (WI BwaNte 2-0 CSI DEFL in "C) IAMI - PLATES CSti Tea 35.0 Hale Gtp DOL 1.15 TC 042 Verl(LL) 0.02 5-0 >9B9 240 fill 19]/144 (Roof S1gM•35.0) LunIM DOL 1.15 BC 0.21 Ved(CT) 0.03 SJI X968 180 TCDL 150 Rep nelnm NO WH 011 Hom(CT) OW 2 has we SCLL 0.0' Code IRC2015/]PI2014 Metal BCOL 10.0 Weight 351E FT-20M LUMBER BRACING 70PCHORD MSPFNo.2 TOPCHORO SWtlurel wood sheaming directly applied or all W purlins, BOTCHORD 2x65PF Not arced area enblc.eM 2-0-0 ac Wdina(e-0-0mexJ'.3J. WEBS 2x4 SPF No.2 BOTCHORD hod pr6-0.0 oc b dno SLIDER LM 2x4 SPF No.2-2-2-2 MlTakrtmmmuda Mat Stsbilizere udleRuirM mbu braclroM REACTIONS Ob/eba) 2=560/056,(min.D1d).M]t/MetlunipY.(min 0-14) installed duhn9 Doss trawr in eetuMan.wm SlGizar Mex He. 2=7 4(LC 61) IneW Nibn guide. Mex i 2=141(LC 12).S=101(LC B) Max Grev 2+]28 RC 28J,SM29(LC 2]) FORCES (lb)-Max COmWTAex Ten.-NI fo1Cv 250(lb)or tsM except when sMnn. TOPCHORD 2-3=3604243.45--324/111 BOTCHORD 2-11=159/J9.tY12--12831].1?13=12&3ti,6-13=1261317 WEBS 15=3331132 NOTES 1) billion:ASCE]-10;Vi17MO(5secoM goal VeW=82mph TCDL=S.Wd,,BCOL=S.Opst1 i Car,Ib,EV C.Ell .MYVFRS(eoyNope)examor zone and C-C Exhorter(2)axi for membxa am forces S~RS b ructions shown;Lumbar DOL=1.60 plate grip DOL=1 SO 2) TCLL:ASCE 7-10Fil.0 pat(5at was snaw);Cartel ll;Exp Cl Feet Exp.;CM 10 3) Unbalanced.loode hen been considered for Mie dabi 4) This buss her,been Eesipnad b yreatsrof min roof lie lead d 20,0 on or 2 D times has rod load of 35.0 pec on chashops nOnwnornent wird other lite load$ 5) P.W.ade9uats dlslnageb prevent wets,Wndir, 6) This trusshes Men dngnal for a 10.0 oaf bctlOm thaw Ilve load n..,.rent wird am'dher live Inds. it -This buss has been designed for a live bad d 20.Omf on to bottom Mord in Wi areas where a rectangle 3-06-00 tsll by 2gb00 wpa will fft between Me bottom chow am any other mambxa. 6) Retsr fo girders)for buss to times connections. 9) Prohme maChmlLal connection(by oMem)OfMoss w Mantq plata spade or wMefendim 1011E uqM at pint 5 aha 1411b uplift st pint 2. 10) This Musa is deagnm In accordance wM the 20151ntsmaonal Residential Ii secOam RW2.111 and 0.60210.2 aha IMMMCM ebMerd ANSYTPI 1. 11) Gmphbel Wlfin representation does not depict the she on Me MenYMn of Me tat along Me by Mblw boMm dqw. 12) Use USP SNP3(Wm 6-6dx1-1/2 nails info Girder 6 Sad!x1-Whall MO Toss)w xluielent at 1-114 from Me left eat b content buaa(u1�&4 SPF)M back year of M6wn Mord,skewed 45.0 deg to the rphl Mop1p 00 ME,dqun. IIa4I, 13) Ute USPJL28(Wf lMmisinfo GiMer64-1Mxl-l2Mll.Info Tr,u)meuinlentspmdat2-0-0.. Ma.,.23ftwm elrlJp43Vlpp31/�1WB3 heel JOS(1 ply 2x4 SPF)m bxk face of Mtmm Mow. t 14) FII all nae Why where hal-is-in conlact wird lomat 15) Amnmumcf(6)Wx1l? i , uiedbba MMWrfOr SN.'31nsbIb4W.NIn0ilirourequiredinfacedsuppaMddmr�p T}Y- aVicabona llp..4c., bro4udeado.cr Mpwauuchbod BeMilgdlNendM MllgesupxmlltsE. 77 JIfA 1 1 L 16) Inihe LOADCASE(S)u ,IoedsappliedbM NmdMebuuarenotsdasaont(F)m Msk(B). q/x1F• 1 A LOAD CASEIS) Standard $iHUCiW C 1) Dutl♦S. bW nand):Lumber lndeua=l.lS Plata truss.=1.15 i 21 Unxmm Loads(Ib40 VM:1d3 -100.34--100,56x-20 CISif$ ConceMMled LOW.(11b) Vat Hatt OR),12=37(8).13.3](8) _ N1 05/29/2019 Jcb Trvu Tru Type Gty Pty 79 Maynartl RC.NaMampMn,MA 19051838B Hi] HaR Hip 1 1 JOE ReMenw(aptlorwp UFP,LF? Run:024 S FM 112018 Part 8240S FM 11209 MIT&hduMes,Ina WN May N 1651'.W Paris, IDIS%YUr9G'AM_aeEMENAfl$ozP bXXQUeJN9F[FIY{IBKK3WIP51iBygnMBN'MhiByV 11H -2-1-2 3.9-10 &2-12 1 2-1-2 39-10 23d 0.1-10 12 east as B1 3 4 e T2 1 -111 5 MT23Fi$3sio 4.4 I 62-12 Solt, 1466 Loadhg (va0 FR,,�.,' 2M OSI DEFL n Qac) IMM LM PIAIES GRIP TCLL 350 DOL 115 TC OA5 Verl(LL) O.D4 58 >999 240 MTZO 19]/144 (Fact Snaal=350) 1.15 BC 034 Vxl(CT) -O.OB Sfi >932 150 MT20H$ 146I10B TCDL 150 s lna YES WB 004 Hors(CT) 0.00 5n/a nue BCLL 00' IRC2015/iP12014 MaMx-MS BCDL 160 MAI 301E FT a 20% LUMBER BRACING TOPCHORD 2,6 SPF Not TOPCHORD Structural wood sheaving dhectly applied or6-0-0ad purlins, BOT CHORD a4 SPF No.2 ..W eM verticals,and 289 oc pudiM 16-09 max.):34. WEBS 2x4 SPF No 2-EttepH W1W SPF Not BOTCHORD ilio &mrM a h.M&-0 a re nore REACTIONS QWaiae) 50011 Mechanical,(min.0.1-8),e•844NS0,(min.0.1-8) MiTek...no.Mat Stabilize.and required crass b.dng be Mex Hora, 6=11](LC 12) installed dun,Maes ereMon,in a.Manca won Stabiliser Max UpIiR 5=52(LC 9),6-112(LC 12) 1mashadan 9u We. Mu G. 5067(LC 2]),6wW2(LC 25) FORCES (M)-Max Comp.RBax Ten.-Nl farces 25D(lb)or less except when shown. TOPCHORD 2-3=328155,28=SSSG07 NOTES 11 Wind ASCE 7-10:VUM-11]mph(3-second gust)Veld=92mphI TCDL=S.Olds! SCOL•S.OW,h•24?Cat II;Exp C;Erldoud:MM IRS(envelope)exter'Icy man,and C-C EMenor(2)says;CC W membem and fors S MWFRS far huNons shown;Lumber DOL=160 parts grip DOL=1.60 2) TCLL:ASCE]-10;P 6.0 pay(flat mof row);Category 11;Exp C;Rental ly Exp.:C1=L10 3) UnMlahhcN snow Was have been considered for his design. 4) This truss has been designed for greater of min mof lira load of 2O0 pef or 2.00 Mmes Mt mof load of 35.0 pet on oremangs non-mncument wad other May loops. 5) Provide adequate dreinage W present water ponding. e) All plates art MT20 papers unless otherwise had cabad. ]) This area has been designed for a 10.0pef bMom chard live load nonmrcunem with any Mar rn'e loads. 5) -This Vass nes been designed for a live load m 20 opal an the Mtom chow in all areas where a rectangle 3-0600 ml by 2-00-00 wale will fit between Me bottom chard and any other Members. 9) Rehr W girder(s)far truss W Musa wnnecbons. 1D) Provide mechanical wnnectroa(by others)of says Meting parts cacable of withsarndhg 112 lb upM a pint 6 and 521b uq[t et pint 5. 11) The Massie designed in maxe with Me 2015 International RysaleMal Cade sedpns 8502.11.1 and R802.10.2 and herarencad standard ANSINPI 1. 12) Grephical pudin representation does not depict Me size or the oriental of the pud'm along the top and/or Mariam chord. LOAD CASES) Standard �ZNOF hlyuf` 3 JUAN J. is Mrs RUCIIT IIA $T HUCIU 21 , IST ti SSw, j_"iA1.E� 05!29/2019 Jab TressT,-.'',T",- mu Type Ory Ply 79 Maynard Rd.NOrthamptan,MA 19051638B H18 Half Hip 1 1 Job Relerenee(apboral) UFP,JFP Run:024 S Feb 11 N19 Prix 82403 Fee 112019 Mi Industrial,In,yM May R 10:51As Page', 10 ypMY_ttOGUInXB[UI9h&U(L7_JM'xM�umIJi121CtluR2lhMtlIUBYNz�px -2-,-2 631x g33o 3N ,2 3 A `a Oil- 7 rT 4 6 R 1P, Al MT20HS 3xto 2x4 6-212 3mM=142.4 LWEIng (Wf) BWCIng 244 CSI DEFL in (lac) IMTW GRIP TOLL 35.0 Pleb Gtlp DOL 1.15 TC 0.46 VBH(Ly -0.04 45 =919]1 144 (Raaf Sri.35.0) Lumber DOL 1.15 BC 034 VeH(CT) -0.08 45 X81401108 TCDL 150 Rep SMeu env VES 4VB 000 Horz(CT) 000 I BCLL 00- Cade IRC2Ol WPI2014 Metrix-MR BC DL 10.0 Sala FT=20% LUMBER BRACING TOPCHORD U6 SPF No.2 TOPCHORD Stnxbrel woad sheathing directly epplbd or 6-0-0mcatlins, BOTCHORO 2x4 SPF No.2 exoept end verliula. WEBS 2x4 SPF No 2-Elassi W1:2x6 SPF No.2 BOTCHORD Ad J whim dinerflyapplied Or ox im REACTN]NS (Holl 40011 MeclualuL(mM.0-14),5=644N5-8,(min 0-1-8) MiTekreoanmends Net Shblrs..andraguhtlrzoubreangW MG Hod, 5=163(LC 12) inMelled during Adds ancon,in...Md.with Sbbigzer Mex MOM 4—w 0.0 12),5=a30.c 12) Inwuetion guide. MBx Gm' 4059(LC 19),508)(LC 19) FORCES fib)-deal.Comp Max Ten.-At,mcaa 250 Fill)or less except when shown. TOPCHORD 31=2901153,2-5-61=45 MOTES ,) Wind'.ASCE 7-10;VuWl7rapM1(3ssc0nd gust)VaM=92mpE',TCD L=S.Op a BCD LO.OWt,h=24q Cat.I';Exp C',EntlmaB,MWFRS(orwit 6)exterior mne ano C-C E1ed0r(2)-2-2A,40-9-10.Interior(1)0.&10bY1-0,Fx r(2)3-1-0,08-1-0zoneCLtermembersandblceea~RShrmdonsshmn:Lumbi DOL=1.80pate grip O0L=180 2) TCLL:ASCE 7-10:Pp3G0 psf(fist and snow);Category II;Exp C',Partially Exp.;CPI 10 3) Untalented]smv'loads have been wnsidered for this Not 4) This tluea hes been desgnedfw 9maMr of min land IMay load N 160 psi or 2.00 times flat mind Mad of 35.0 pet on owmangs mnwncu ant who other Iwe loads 5) Provpe edelouate man rate to prevent water ponding. 6) NI Ondes are MT20 plates unless oNemise lndlrabtl. ]) To.Musa has been designed for is 100 peat b0tl0m mrd 1.loth mnmrcmmnt wit any Other l've'CMa. 8) -This truss hes been resigned For wive load of 20 Oust on Me bottom chats In all areae where a recbrgle 3-0600 WI M 2-() -W wide will fit between Me botbm Mord and any other members. 9) Rehr to gimas)ter Mmes b truss monochrome to) Provide,mechanical connacbon(by omen)of Wub Weng We,All of withstanding 97 to Mail at pint 4 and 93 to uaM M joint 5. 11) This buss is designedin accordance with Me Ml 5 International Residential Code sscWns R502.1 1A and R802 102 and rNerenced abnded ANSIRPI I. LOAD CASES) Standard m\ J1.1 J. 1 ALEIan A� GIAUCTUf L 21 IST P S�tiM1AL 05/29/2019 t Jab Thou TruµType Qty Ply 19 MaynaN Rd NOrNempMn,MN 190516385 H19 Half Hip Girder 1 1 Jab Releranm(opdona0 I P,UUP Run B.1,S Feb 112J18 Pnrt 8240 S FW 112019 Meek lnyffibs,LC VAI all R 10:51 Ca Faget IUn'aJGTINCC$p4RYWehpxBlVaCT JbMMi1,6umltli'l21UNCRvEdGEWJByvtRp]x 1114 1411 s1 3 all y2-g 0.16 12 4x6 2x4 j 6zjg�l 3 4 h E T2 2 d d f d d 1 « a 5 N 10 8a 54 HUS28 HU 28 goes-I'.36.5 Plate China Cl.Y)'. 110-1-10,0.24] LwGInB (PaD Fnip 2-0-0 CSI DEFL (IP) gdsit -dPLATESGRIPTCLL 35.0 DOL 1.15 TC Men Verl(LL) -0.OB 56 >953 240 MT2D 1071144(Roof Snw=35.0) OL 1.15 BC O.7y Ved(CT) -0.O956x806180TCDL 150 Ina NO INS 009 Haa(CT) 003 1 Ne nla BCLL 0.0• IRC2015RP12014 Metra-MP BCDL 10.0 Weight 3311, FT=20% LUMBER BRACING TOPCHORD 2x6SPF210OF1.eE'EttµCT2:2a9SPFNo.2 TOPCHORD StNdml wood ahwthing directly applied or 5-14 m purlins, BOT CHORD M SP 240OF 2.OE .,t and vedtcals,and 2-0.0 P pudeµ:34. MSS 2x4SPF Not BOT CHORD Rid andan directl a Ii -- SLIDER Left 2x4 SPF Not-289 ..__ MiTek deco Net StabilmizaeW required adds ago,W REACTIONS (IbRtze) 1VO91 S,(min.0.2-11),5=21071 Mechanical,(min 0.18) mewled during truss erection in accordance with SteMfµr Max Hertz 1-1=74(LC 48) IndWlation guide. MµUPift 1418(LC 12),5=-273(LC 12) McGrev 1=3220(LC 27),SQ144(LC 27) FORCES (Ib)-Max Cool Ten.-All fmcae 250(1b)or law ax,ept when shown. TOPCHORD 1-2=2551289 vi 1,S=5981160 NOTES 11 VdIM:ASCE 7-10:Vul17mph(3-eamnd gust)Vasd= 2mph;TCDL=5.Op#;BCDL�.OPN;hi Cat 11;Ery C;EaJe ad:MVrFRS(envelope)annual zone and C-C EOemr(2)PncC-C for members end lacca 6 MAI RS for rµCtons shown;Lumber DOL=1.80 Plate 2i DOL=160 2) TCLL ASCE 7-10:%=3SO psf(flat hoof snow);Category ll;Exp C;Fill lly Exp.;Ct=1.10 3) UnMlanded snow loads have Men considered for He design. 4) Freddie adecuae annual to poodent water Fording 5) nn allpreventwaterPndin95) This truss has Men designed her a 100 mf Will chard live load lwnmnwrTnl with any Other fitµloads. 6) •This ides has been designed for a iiµlad of 2( µf on Ne batlom chard to all areas where a rectangle 10600 hill by 2-00-00 wide will fn between Me What Groh and anyothermembers. 7) Refer l gtrMde)for Wu l Wu connections, 8) Prole mechanical admacpon(Ds other)of Wee to Waring plate capable of withateMing NB M uplN at taint 1 ant 273111 udM at putt 5. 9) This fruµIs designed to accordance with the 2015 International ReadenMl Code aeSOns R D2.11.1 ed R80210.2 and widde ]9taMeN ANSVTPI 1. 10) Graphical pudtn monsoonal does not depict Ma size or the millio s,of Me pudin along Me tap ani Whom chord. 11) Use USP HUS28(MA 22-IW nada Into Girder&8-fed nails Into Trust)or equivalent spacetl a 2 no miss Waring at 1-2-0 from Ne left end to 120 l Panda trusses) T07(1 ply 2x4 SPF),TBB(1 gly 2x4 SPF)lhont fad Of hi chard. 12) FIII all nail holds when Will m In mMed with lumber. 13) In the LOAD CASE(S)Wagon,loads apgmd to Me fad a Me Was am roll as front(F)or back(B). LDADCASE(SI Stanaera ��\SN��h745g4A 1) DdadFSnow(WS, danded)'.Lumerincreaµ=lAPlamlre cese=lis Undam Leads(to&) ; h Vert:14=100.14=100,56=-20 Concentrated Load.(Ib) JUAN J. Vert'.0=2192(F),10=-2445(F) ALES-UI RA V' STRUOIUF 21 SSA)NALf 05/2 /2019 Jas True Tr1Ne TYPo City Ply 79 M4ywr Rd.Northempotn,MA 19051838B H2O Hatt Hlp Gif9ey, 1 1 Jap Rience.(apSannD UFP JFP Run:Bb 5 Feb 11 W19 PnR 82403 Fas 112019 M1M Inclusion Ina~Mry 2910:51 be I+q:i IO:FGYk:BN3aJNIm9Yw]k&]BCT_JMIl3 MIU,VIWf R3V NJBWLxB -2-1-2 1-114 5-14 21-2 1-114 3-2.0 12 BF- 5x8 2x4 �1 3 10 d T2 W 2 1 9-15 1- 1 5 11 12 4x8 4x4 HJC20 JL28 614 Seq=1549 P d (x,n: 12:922.0017 Loseen, (psi) F=l CSIOEFL n lIPo7 Mb8 I+ TESGRIPTOLL350 L 1.15 TC 0.42 VMRLL) 0.01 Ss X989 240 MT20 19]/144(Rad Show•35.0) 1.15 BC 0.1) VaryCT) 0.02 52 x699 180TCDL 150 d NO WB 001 Hon(CTi 0.00 2 Na NaBCLL 00• IRC3015/IP120t+ MaM%-MP BCDL 10.0 Wage We FT•2056 LUMBER BRACING TOPCHORD 2x8 SPF No.2 TOPCHORD SWdural woad creaming dpeNy applied or Si n pudine, BOTCHORD 2.6 SPF Not cents end venirals,and 2-90 u purlins 3-4. WEBS 20 Sfi BOTCHORD Rd d ol duesi moned.161 SLIDER Left 2x4 SPF No.2-2-2-2 Mirex m'ammends Mal Sonsuam and intuited blow land REAC1NN98 t1Miv) 2.50,111(mn.0-02),5.19L MedlmbL(min.}12) imital di pose enamor.Inaccatlenw with Social Ma Mot¢ 2=)/(LC 12) Inenllabo r guide. Max UpIM 2=140(LC 12),5--28(LC 9) Max Gore 2 98(LC 28),5=39(LC 27) FORCES (lo)-Mm.Con,retail Teri-All mmee 250(to)in ease ii icabers shown. TOPCHORD 2J-252/236 wm 1) NAM:ASCE 7-10'.Vub=l9mpb(3aapnd gusts Vasil=B2mPo',TCDL�.Oeaf.BICDL6 Mcf.K2411,Cm ll:Exp C',Enclosed;AIM RS(enveeape)eitarear eon and CL Enema(2)mne:CL M members and forces 8 MWFRS for reanons•rune;Lumber DO1-=1.80 plate gnp DOL•1.80 2) TCLLASCET-1P,PM1350pd(Balmdmox),Cateorll:EmCl Peroalh Exp.;C1•t10 3) UnWlaN snowwade Mar nwnsidemdrormudaeign. 4) This trues,has been denynedforgreabroh min mofliwlwaafffio pal or2o0tlmes0etmoflwd of 35.0 Woo owTmge wnKonwmmtwiMOMerieelwda. 5) Pruneadeguawdminage Mpmuntwabr Ponding. 6) This buss has been Miasma far a 10.0 eaf botlam ober live load nanwtoummlwM any other lin loads. ]) -Thati M1asbeen,1esignem fora live IoM bi Gpsfim Me be0arnc11or In all Bneswhena rectangle 10890MII by 22900widewillabetween Medogam awn and any other memnra. 8) Rehr to girders)for Wee M trues cornerstone B) Provide mamuctical bomeri(by others)0Was to beating data capable of withstanding 861b width M pW 5 and 140 a uplift at pint 2. 10) This Wu is designed in aaarerre won Me 20151nnmabann Rs adentW Cade vednw RSW TI1.1 and 8802.102 and rataroneae Nanber ANSI?PI 1. 11) Gnpboal tonin representation Mass not Mind the size or the orientation of Me pudin slang the top errs ideal dqN. 12) Use USP HJC26Mat,1616,1 wieaimo Girder 8104 miNlnta TnO)or eaurssiail-11-10 fmm Me eaM end b conned trovi J05(1 pry M4 SPF),J98(1 ply 2.4 SPF) M pack feud bellan doe. 13) Ler USP JI28(Ran 61Wnaia into Oscar 80.1 Odx1-1R nails into To,a)or agilivalem a 122 May the MnN 0 conned brown)JOS(1 Ply 2e4 aMdcfand octan ad W _ 15) Fit.11 naAD CASES) n leads eyelets WM lumpy. 15) In MS LOAD CASE(5)antdlaeds apdiMMbe,end dthe Mtaewnoted esteem(F)an M*(B). LDADCASE(8) Standar 11 Dead.S.(WI•nudt'.Lumber 1rxmaee=1,15,Pine 1.1.15 Dn4anm Load•Bocp JUAN J. Vat 1-3-100.3+--100,5 -20 MAlESUlf Concerned!Leads(b) SJRUCi Uf s ' Ven:11=81(B).12=3](B) 21 c fST �Se:1yAL 05/29/2019 Job Toru Tmn Type Oy Py 79Maynertl Rd NaMempton,MA 190516388 H21 -HaN Hip Giri 2 1 Job RNoanca(wtione0 uFP,UFP RW:6245 Feb 112019l 62405 Fed 112019Mlearmu MNa IM NH1 MqR@51W Pepe'.1 I O 0ItRJ2NBMUeNPC EUEBN1 JCw l IUiY[UbKRRT JBYvlx2pg% -2-1-2 2J-12 8J-12 2-1-2 2J-12 12 ob 95th 2x4 r 1 3 10 _ 6 T2 2 t1 0 11 d d m f 81 6 11 12 010 4" HJC26 J126 6-4-12 scow=t25x PNta Oese4(X,Y): Leading (ps0 &Facing 2-0-0 CSI DEFL floc) Iltl9fl LM PLATES GRIP TCLL 350 Plane Grip DOL 1]5 TC 002 Ve11(LL) -0.02 SB ,999 240 MT20 1971144(Rent Snow=350) Lumber DOL 115 BC 0.38 Vai -004 5& n. 180 TCDL 150 Rep Straw Ino NO M 016 Hodi 000 5 me Na BCLL 0.0' Code IRC201STPiIDN Matix-MP BCDL 100 Waghi'.371E FT=20% LUMBER BRACING TOPCHORD 2x6 SPF No.2 TOPCHORD Structural wood sheathing directly,eppied or 6-00 oc purire. BOTCHORD 2x6 SPF 110 .2 except and wrtivals.and 2-0-0m burns U-0. m pc)'3J. WEBS 2 ,ISPFNo2 BOTCHORD Rigid behind directly 00ac bpiano SLIDER Laft2,ISPFN0.2-2-65 MTek rewmmeMa Met$NbYizen end nequined cross brean9 De REACTIONS (Ibbe ) 2=TPI05$(min.0-id),5=5140 Mechanical,(min.0.1-8) 'Instaled during truss erection.In aacoManw with Stabilizer Max Hariz 2.g-C 61) Inetallatm gentle. Mex Upan Y-164(LC 12),5=-128(LC 9) Max Grew 2e9T1(LC 28),660(LC 27) FORCES (Ib)-Max.Comp.IMax Ten.-All tomes 250(m)or less emend when shown. TOPCHORD 23591157.45=3011102 BOTCHORD 2-11=16,1478 11-12=15&478.5-12=1581478 WEBS 35=5151170 NOTES I Wind:ASCE 7-10;VuIKH Tmph S-secand gust)Vasd=92mph;TCOL=501NF.BCDL,i h•24ft;Cel.II;Exp C;Enaned MWPRS(enywrib s)elrterior bone and C-C Ex or(2)z ."Mrmemberandfarces&MWFRSformMonsshown',Lumber DOL=180gatagrip DOL=180 2) TCLL:ASCE 7-10;Pf--350 pat(flet mint uov)1 Category II;Exp CI PeNelly Exy.;CI=IA0 3) Implanted!show loads ham been aneidened torahs design. 4) ThiaWeahasbeandesgnedhrgmterohminmoflimlwdW200pgor2.DDtmesflatmofloedof35.Opgwn an9snonconcumne whhotherlirelwde. 5) Pmide adequate dminee W prewantwaner ponding. 6) TMsWsshasbeendesgnedfaralo.DpsfbotramaoMilNlwdnmmncummwiManyotharlimlmds. T) -Tissues hes been designed tar a lire load&20.opinion the botlam=horb In all areas wherea rectangle 3-06-00 tall by 2-00.00 wide will fit between Me bottom atom and any other member. 6) Rehr to giMer(b)for Met to tun connection. 9) Pride mechanical connection(by down)0 muse,M beading pate capable of withstanding 1281E uplift M joint 5 ant 164 to uplM at joint 2. 10) This Minh,desgned in..Mo¢e with Me 2015 impersonal Reaitlerhl Cob section Iii 1A and R802102 and moderated sondem ANSI?PI 1. 11) Grephiwl pudin representation does not depict the size or the orientation of Me purin along Me top an&Or bottom Chore 12) Use USP HJC26Who 16-1W net,irrho Career&IDd nails Into Trun)or equivalent at 2-52 from the left end to cornea truu(es)J06(1 ply 2x4 SPF) i joy a4 SPF)b back Noe of Wibm chaN. t3) Use USP JL26(W�M 6-1 M nails into Girder&4-10dx 1-102 valla into Truss)or aqurvalent at 4+v-B from Me let entl N mnnea Wu(aa)JO (P?R M botmm Chord. in. Fill UI nailhaes who.hanger is In conts"th lumber. 15) Inthe LOADCASE(S)sectbn,loadsappMNtheN &Ne Wssamnotedasfront(F)orback(B). LOAD CASE(S) Standard 1) Dead+Show(balarxatl);Lumbo Matadi 15.Pan Increase=1.15 u RmES UT HA Uri Laada(IbiO STRUCi OF Vert.10=1N 3J=-100,56=20 1 Concernment Wi(Ib) Vert'.11=156(B),12=165(8) fs7 SSIJN ALI 05/29/2019 i h, Tule Truss Type Gly Ply n Maynard Rd.NpNempTn,MA 19D5163SB H22 HAN Hip 2 1 Jeanemrenm(ap5onM) UFP.UFP Run 8345 Few 112019 Free 0 24 S Far 11 Mm MRx IM1Mp;a w,Men May 29 IV5101 away IO:H2ug0mw9XK'iYJAPaMrwBVRCT JwxMNlreumUi'RIDxM2TN1NNJ9yK�pgx 4+12 � I W2z-1-z {Sz 2-04 y o-1-to ,z ~B A Sit— 4 'e T2 RR 2 R 1 5 MT20HS WO 4,0 L 5412 Sol LotlYp Ix0 8pslrp t-0S CSI OEFL in (bc) Vden Ltl PUTES ORP TCLL ]5.0 Pmb Gay 00L 1.15 TC 048 VM(LL) -0.O4 SB a9BB 24o MT20 197A44 IRonfShow=35.0) LumEa00L 1.15 BC 0.25 =L, -0.W N 0.848 180 MT2DH8 HBI108 TOOL 15.0 Rep Sweul. YES V9 005 Horz(CT) 0.00 5 Me nm BOLL 0.0' Coda IRC201SITP10014 Matnxi BCDL 10.0 Nbph[3111, FT 0.20% LUMBER BRACING TOP CHORD 24 SPF No.6 TOP CHORD Sbuolulal wood shell directly opined or 8-0-0oc umm, BOTCHORD 2x4 SPF Ni except end valtbls,and 24-0 cc pudlns Rice x. WEBS 2x4 SPF No.2'Fxcepr Vil 34 Na.2 SOT CHORD REACTIONS (IWmze) 5a31L MechenbM,(min.0.1-e),eMI6YSS8,(min.0.1-0) MiTsk rexmmewe that Smxlmn and required wu amcg Mex Honz 8=122(LC 12) in$W la]during Wesys erection,in Accord...ai h Smdlma Max ugiR 5=-52(Lc 9L 8-112(Lc 12) bemlMeM 9uia. Wx Grw 5=354(LC2]).5--956(LCZB7 FORCES (IE)-Mex Con,/Max.Tan.-All fomes 250(let or mu earept worm shown. TOP CHORD 2-30.-34946,26-881 MOTES 1) wised:ASCET-10;Weal 17mW(2bayowid gush Vax=9i TCDL6.0W.BCDL=5 W.lwi4 Can,It.Sap C:Enabled,M RS(enwbx)aM1eior sone And C,C Salvador(2)zp10, for memEen and fomes a Pasini for reactor shown:Lumina DOL=160 poem yry DOL-1.60 21 TCLL ASCE 2-10;F1=35.0W(flat rm1smw),Dani 11 Eap C:Pareely Eat:Ct=1.10 3) Unbalanced snow Icards Ina Ewen considered for Nie design. 4) This buys nae Ewen designed by "'as,of min roe(live mad of 20.0 xf or Zoo wmea nal roar bad of 35.0 Won malflps. .nnC .will news,two lows. 5) p.d.adequeb Mainstay led Prevent water Wndin9 6) At gams am MT20 plana umeas cmemembdiicar. 1) Thisbux nes len designed for a 100 Pef whom chord!the lesd noncollcumntwith any other lied loam. 8) -This Vux hes ween designed for a live bad of 20 goat on end Golom chMd In all areas where a rectangle 00 tall by 240.00 wide will M EeWxn the ENbm chord end any o8wr thembe.. 9) Rader b girdeds)for Mile to truss connedons. 10) Prevbe.1mi mnnection(q ofhem)MVuee bwearing Nam xsadd M whllandin9112 lb upM M joint 6 and 521E uplft at pint 5. 11) This buys is designed in axordence with the 20151mematonM Residental Com sections R502611.tMal R802.,02 and men ahoedsmwardANSI?P11. 12) Graphixl Martin reprexnmlondoes notd.MMM.size or lm or'Iermlor of the pudin along the cop ani Bolam Mord. LOAD CASE(8) Standard _ A AN J. �o ES UT Rn N STRUCTUF L 21 c IS SS�JNAIEN. 05/29/2019 Jab Teres Trans Type Oty Ply 1 79 Maynard Rd.NerNemphm,MA 19051638B H23 Hip Girder 1 3 Jab Reference(meona0 UIP,UFP Run'.B 246 Feb 112019 Pour,8240 S Fee 112019 MTM Intuitionist,1rc.~hill 10 51 M Pe9[1 OJ5E9MiMVRMu0A0yST9M BYps,CT_AwdurpNrBumlUmansionsperMWUNWIiax 2-74 4-1-0-0 41D9A 13-20 11 12 6 r lix8 4x8 5x8 ry Gil 11 2 17 3ifixr 18 4 SI T2 T] 5 10 r Pfln 140 Un n B1 19 10 20 9 21 822 7 6 8x8 3x8 8.8 5x18 6x8 3x8 8x8 HUS26 H C28 J 8 J 8 8101 8 J B 2-5-12 46-10 8-8-8 10-' � 13-5-0 HI IS28 Uo'S Um8 ce8�y on 2-5-12 2-0-14 2-1-14 2-0-14 24-12 2-1-14 6sIe=1'.x8 PWr Oflmte(X,YC11:EEge0S9G 12:641,0-1-121.1x0+4.0.1-121[S:Etlpe,0.3-97.[6:0.5120.1-0I,I7:0 0.0+121,19:04-0,0.-12],Ito:O-512.61-0I Loping (psi)jLumixi peeinB 2-00 CSI OEFL In (9C) LAW UC PLATES GRIP TOLL 350leb Gip DOL 1.15 TO 045 Ved(LL7 -0.11 0 x899 210 MT20 19]/144 (Roof Sow=35.0) DOL 1.15 BC 0.42 Vetl(GT) -0.1] 8 N24 IN TCDL 150ep Strew loo NO A13 065 Horx(Cp 0.02 5 ole de BCLL o0• ode IRC201WPIN14 Mabix-MS BCDL too Wbght 2761b FT 20% LUMBER J BRACING TOPCHORD 2x6 SPF No.2 TOPCHORD Structural wood sheeting dorm,applietl or 6-0-0ac pedina, BOT CHORD 2x10 SP 24MF 20E 0 WEBS 2x4 SPF Np3 2-0-0 oc pudins(6-0-0 max.):24. REACTIONS (lbrapa) 1 849/088,(min.0.2-0),5=]]BSI0.5-0,(min,0.2-3) BOTCHORD Rfdd ceiling plenty,applied or 10-0-0 of braiding, Max Hariz 1=22(LC 56) Max UpN 1-1132(LC 9).5=1030 NC 0) Max G. YBB50(LC 29),5=7886(LC 29) FORCES (lb)-Mex.Cornp.IM.Tm.-All tore0260(to)or less epodi ban shown. TOP CHORD1-2=12391112-17=1691164!251.}17-16991/2251 894, ,3.10-169MU301,418=16WW301.<5=121M1697 BOTCHORD 1-19=1=1083 10-19=1469/11083,1 0.20-14 6 811052.930=1465(11 1052,9-21=261 W00119.8-21=nI W0089, 522=281580089 7-22=-261580069,6-7=-14]&10818,54=14]&10825 WEBS 2-10=210/493,2-9-9437]293.9=-.0011524.3.8.0]13926,3]=301 ill 4-7=-9934ii 4-6=204/275 NOTES 1) Spy Miss M W mnnectetl together with l W(0.13Vrx3j nails as follows. Top chords mnnectetl as follows'.2x6-2 meas staggered at 0.9-0 be Bollen Mada mnnwhd as follows'.9110-4 mss staggered at 0.50 m. Web mnnectetl as follows:2x4-1 ma at 090 m,Except member 0.62 x4-2 rove staggered at 0 0 2) All loads are considered equally applied to all phase,except if Noted as Md(F)ar taox(8)face in the LOAD CASE(S)section.Ply to ply comedbons rave been sported to dedrduse only Inds noted as(F)or(B),unless otherwise Indicated. 3) WLM:ASCE 7-10;Vul17mph(3-eatmd gust)VaW=92mph.TODL=5 Opsi:BCDL,5 0Md hixi Cat II;Exp G Enclosed;MWFRS(envelope)eketlor zone and C-C Exporter(2)zara;C-C for members and forces&MWPRSfor reecears Ehown;Lumber DOL=1.60 plate gnp DOL-1.60 4) TCLL:ASCE7-10',P 50pN(aat fsmn);Oaftogll;Eap C;NnWly Fxp.;CP1.10 5) Untalentetl ams loads have been mnsidertd for mus design. 6) Proved.sexual drams,to prevent were,mending. ]) This Wu has been designed for a 100 bef bottom Chad liw lead nammrm,rent with any other live leads, 8) -This trues had Caen designed W a live load of 20040th on the Whom tlud in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between Me Whom proal and any other members. 9) Pmvltle mechanical mnnei(by others)0 truss to basing plate capable of arMstandirp 1132 lb Most at pint l and 1030 lb uplift at pint 5 '"ous 10) This buys is designed In a^mdance well Me 2015 International Re6kendBl Code signs R502 V and 8002.103 and mlerenced stand flu. 11) Graphical pudin reprecenta8pn does met depict the spite car Ne mention A Me pump along Ne top show Wdom shod. y:. '4\i 12) Use USP HJC26(W1M 16-168 nails into Gialer&10d nails into Truss)or oquiwlent Spaced at&-1-0 ce mix.oad'mg at 28-01mm Mel 841 ) J11(1 My 2M SIR).A2(1 ply 2x4 SPli J11(1 ply 2x4 SPF),J12(1 ply 21o4 SPF)b eoM face M all Mod. 13) Use USP JLN hViffi 10d nails into Ginhai 10dx 1-1/2neilalnto T,pwho,equivalenl Epamdat280mmax.stadngatd-0-Oi Spm whi Bbmn*1r11:a (es)J11(1 toy 2x1 SPFINhonitere Mbetlam chord. LIP" C 14) Use USP HUS26RAIN 1a-16tl nailsido Giller&e-i6d nails Into TmsElnrequivalentspared a02-0-0m max,starting at 1-1-B from MR }-{ti1o, sort w( T06(1 ply 2x4 SPF),T07(t My 2x4 SPF)to beck are of bottom Mod. $TRU 15) Use USP HUS28(Aft 22-1 ed nails into Giller&8-1 bid nails Into Trul or equivalent spaced at 2-0.0 a Max,Etedng at 514 hem to - 27 m T08 f1 ply 2x1 SPF),Ti(1 ply 9B SPF)to rack lace of bottom Mod. 16) Use USP HUS28(All 22-164 nails into Ginter I.6-164 nails into Tralarequivalent spared at 2-OG m max.startlng M 9-14 ham the a.) T10(1 ply 2x1 SPF),T11(1 ply 2x4 SPF)of teed fpm o boom Mod. SSe " 17) Fill all naem holes where hanger is in mored with lumber. ��_:blAL 1rAAC 1Tm 05/29/2019 Cmmosel on pi 2 Job Trvu Trvu Type Gly Ply )9lMyum Rd.NPNrempbn,k1A 190518388 H23 Hip Girder 1 3 Job RHarenre(o". UFP.LFP RW8N8 FW 11=9'rM&3b 5 FE 113019 Miiek lndIMMs,Inc' My a 10 SIM PpFl2 IUJStkMlft`r w0A Maw zx kCT JWMli IUMIO1i,R7W7QNJ8YV %9% 18) WARNING:TBe ldbwinp MnpeM are manually appliM but hil due to 9eJmetnc wneideletiona:HUS28on Maft..t5l-BAomlMleltend,HUS08.n kh .t7-1-0 Imm 0,e IM end. LOADCASE(01 Sund.rd I) Dud•Snow(b.I.nW):Lumber bureau=115,Pleb IW ran.=1.15 Jn OM.(IM) Vert:1-2 -IM,2d-10&45 -100,11-1{=-20 Canunbab!Latle Ob) VM:10=12(F).9=1(F).0=1(F),7=23M(F=1,B+-2338),6=239(F=12,B—MM).19-2075(B),2 2090(B).21=2M(B),22=3381(B) 4 JUAHJ HALFSUlf I""n• 3TNUCi UI 21 IST P JSFJNAIEj'� 05/29/2019 Jab T. True Type OIY Ply 79 Maynard Rd,Nortamekn,MA 1905163RB J01 Jack-Closed 21 1 Jab Reamenre(omonap UFP,UFP Run:8N5 lei 2019PI 8240SI'i 201911fiRMIMueMm,Inc.vicadMai N Pagel IG:GSIBP INYA4pRIMaEiytpimKi�'/MGtryLI-NWNGiZXZWdtrNlpolEwSRnzB�W U5E -211 6412 1 2.i.2J 1 S,12 { ose 3,4 2 3 s— e v 7 7 11 2 e 1 t 4 MrzMs.1. 2rA al Side 145 T Lording (pi cm 2-0L C31 DEFL In (Ira) hall W PLATER GRIP TCLL 35.0 Plate Gtp DOL 1.15 TC 046 VM(LL) -0.OS 4-5 >89B 240 MT20 181/144 (Roof Sri.=350) Lumber SOL 1.15 BC 0.26 VM(CT) -0.09 45 -789 180 MT20HS 148/108 TCOL 15.0 Rap I.,lni YES WB 0.00 Horz(OT) 0.00 4 We hole BCLL 00' Code IRC2015?P1204 Matra-MR SC DL 10.0 Pbght'.2918 FT=20% LUMBER BRACING Toll MSPF No.2 TOPCHORD Structural wood sheathing dinal apdietl or 6-O-Om pumme, BOTCHORD 2x4 SPF No.2 accept end verticals. WEBS 2x8 SPF No 2•Excel W?.2x4 SPF Nei - BOTCHORD Rend cal dul BnIiMor&0-0oc brsan . REACTIONS (b/arse) 4ii Methanol Man 0t)-B),ScuSi,(min.ai-B) MiTek mormmentls Met Sbbiliursentl rcquihotl chose bracing be Max Horn 5=170(LC 12) inatelled during W u erectors,in eros rdanu wM Stebiliur Max Uplift 4-100(LC 12),Eli(LC 12) Inatellatin g ade. 'ex Grsv 4=373(LC 19),5578(LC 19) FORCES (Ib)-Mex Comp WallTen.-Al famwe 250 ill or law exp apt when Morn. TOPCHORD 2-lici 257,3 =30&173 NOTES 1) Wel'.ASCE 7-10:VuIC117mph(;.aemnd gust)Vaad=B2mpt;TCDL=5.Opsf;BCDL=S.Opaf:hl Cat II;Exp C:Encbwd',MVVFRS(Bnvel[pe)epMor 2cne and C-C thrombi(2)-2-2E to 0-9-10,Interior(1)0-9-10 b 2-0-1,Exterior(2)2-01 b S-M wri for members alp forces 8 MWFRS for reactors shown;Lumber DOL=1 BB Were Ship DO= 2) TOLL ASCE 7-10;Pf=350Pat mat rWanew);Category II:Erz,Cl PeNelly Exp.l Cb1.10 3) his Unbalanced a.load.hew been caneitleret fee Nn dal 4) TMuch,has beendasgnedfx gmtler of min mof live lead of 16.0 pal or 2.W tides flet roof load of 350 pal on overharl nommrcural wilt ober lice loatl3. 5) AS plebe ere MUD Mates unless gtecxiw intlionetl. 6) This truce has bean designed fee a 10.0 prof Whom Mob live ked nonmncumM with any 011ier live betls. 7) -ThiaWu tee been designed!fix a live lcad of 20.0paf On Me bWbm chord in all areas where a recbngl03-0600 bill by 2-00.00 wide will M between Me botom chard and any other members. 8) RMer to Bider(e)W trues to burns conneviians. 9) Poll mechanical connection(by others)of thou b beetng pnb capable W wiMManding 94 M uplift at pint 5 and 100 lb uplift at pint 4. 10) Thi.Was is deal in aIXMtlance with the 20151ntemBdonel Residential Code eBlpna R5021 It and R802.102 and mhren4H standard ANSIRPI 1. LOAD CASE(B) Sbndand what, JUANJ -%� ES Ut Ian BTftUCI Uf t 2t T asgNM. 05/29/2019 F Job TOSe Three Type Ory Ply 79 MrynaN Rd.NorthOmpbn.MA 19051638B J02 Jack-Closed 6 1 Job Rebmnco(opBOnat) UFP,UFP Ron 824 S Fat 112019 pro,8,2403 Feb 112019 NRek Ir9uWBe.IRVA]May 29 105109 pyy, IUNP 1SzpJpJG_editCMmBim_grvtaGtrgL3xNWmGiDGwpprDgDMbixSfir�W -2-1-2 19-0 2-1-2 9 0 12 6 F-3x4 3 8 2 10-8 � 1 4 W20HS 3x10 2x4 wale=1:x2 Loe6lnp (psi) Spacing 2-0.0 C81 OEFL n (Ico7 IItleB Lltl PIAIEE GRIP TOLL 35.0 Plate Grip OOL 1.15 TC DAB Vxt(LL) O.W L5 >B99 240 MT20 18]/1H (Roof Snow=35.0) Lumber DOL 1.15 BC 0.10 VerpCT) 0.00 4-5 >999 180 MT20X5 tifl/108 TCDL 150 Rep Sirou Ina YES VUH 000 Hprz(CT) OW 4 Na rile BOLL 0.0• Cede IRC2O15RPIgOti Miami BCDL 100 Nbight 121E FT 20% WMBER BRACING TOPCHORD 28,1 SPF No¢ TOPCHORD Structural wood sheathing directly applied or 1-9A no putlins, BOTCHORD Pc4 SPF Np2 except end imistas. MBS 2di SPF No 2'Facapl•MJ aro SPF W.2 BOTCHORO Pogo ceilid,tll ctl amified Or REACTIONS (Ib/srsel 4=139 McMenial,(min.Sib),5=539/IF59,(Thin.0-1-07 MiTek recommends that Stabil¢ers and requited wse bracing be Max Horth 5=72(LC 12) Installed during truss erectors,In eccoMan.with Stabilrser Max uplift 4=329(LC 18),5=108(LC 12) Ihatt tion guide. Max Grow 401(LC 0),5=010(LC 18) FORCES (lb)-Mer Comp/Mex Ten.-All forces 2500b)or lees except when shown. TOP CHORD 2b-738283,3,4=T1205 NOTES I WmLL ASCE]-10:VNP11]mph(3-tecontl gust)Vaedb9gmph;TCDL=50pi BCDL::ib=24X',Can 11,&pC;Endonat libi(enwelope)exismor zone add C-C Erorbr(2)-2-2Ero0-510,Interior(1)0-e-10ro1-74zone;C-0 rmemberseMEmu6~RSforme nsshoved',LumberDOL=180plebgnp DOL=180 2) TOLL ASCE]-10:M=35.0 oaf(Bet moi uow);Cabgmy II',Ep C.Ped'Nry Ep.:CP1.10 3) Unbalanced snow Many Lowe been considered be Mie tluign. 4) This pure has been designed for greater Of min roof live load N 16.0 pd Or 2.00 MISS Me mod load of 35.0 Won Seemed,nornmcument with other live loatls. 5) NI pbbs are MT20 plates Unisys Otherwise notated.8) This bust has been designed for a 100 wf bottom chaN Iver load nOnmrourmm with any Other nae lows. ]) •This those has been resigned for a live loth M 20.OpY On the bptlWn choral in all areas where a mcbngle 3-00-00 bit by 2-001 will IS between the bottom CM1Mtl and any other members. 8) Refer to Minority)for truss M Wee connections. 9) Prowde mrawr ,al mnnecpon(by others)of toes to bearing plNe capedle of withstanding 10816 uplift at joint 5 and 3291E upift an joint 4. 10) This Maas is designed in accordenOe with Me 20151Memedonal Residential Code Sections RW211.1 and Ri 102 and referenced standard ANSI?PI I. LOAD CASE(3) Standard JAJAN J. �wi A-FS UI -RA 1]' STRUM 21 c ST J4'NAL� 05/29/2019 Jab TNaa Truss Type Gly I Ply ]9 MeynaN RE.Norte ptoq MA 1 W516388 J03 Jack-Closed 2 , JOE Reference(optianap UFP,UFP Run 824 S Pea 11 2019P 82406 FM 11 Me MITM lnaunnes 12Vied May R lost W page O:o]lu OUHIL100L Lade y Li L3NMiMZ%Zw89C.KNGIvI SRnz W -2-11-9 2<3 1 2-11-8 2JJ 12 4.24 F-4x4 3 W y 8 2 1 5 4 f MT18HS 3x12 3x4 24-3 Sue.=1 ane Loading (pelf Fp�slmr 2-09 CSI DEFL Q.) Well Ud PIATES GRIP TOLL 35.0 So toOOL 1.15 TC 0.00 Ven(Lq 000 45 >999 2/0 MT20 197I1M (Roof Snax=35,0j L 1.15 BC 0.22 Vs14CT) 000 0.5 >999 180 MT10M$ 19]/14{ TCDL 15.0 YES Va0 0.00 Hors(CT) 0.00 / nla nbBCLL 0.0' tRC201WP13014 Mab&-MR BCDL 10.0 Might 15 lb FT 20% LUMBER BRACING TOPCHORD 2x8 SPF No.2 TOPCHORD Smuduml waatl sheathing tliredyy applied or 213 oc pumns, BOTCHORD 2x4 SPFN0.2 xcepl and vadicab. WEBS 2x8 SP Not'Exw%'Wt214 SPF No.2 BOTCHORD Road silo cureatir.,lamfiedor -OL REACTIONS gdai.) 4=1]&Mon:IYnial,(min.b14),5=741/0-]8,(min.0-1-12) MRek rtwmmmMa Net Stabilizxsandrequired Som b2ting be Mex Hold, 5=94(LC 0) irmtalled during muss erection,In axtttlenm with Ste liter Max UpIN 4=451(LC 18),5=288(LC 0) Inablla8on Buitle. Max Gov 4=93(LC 8),S=1114(LC 18) FORCES (lb)-Max.Camp.Nax.Ten.-All forme 250(11b)or tem exceptwllen snoen. TOPCHORD 2-5=10i 3-4=191/370 NOTES 1) Wrd:ASCE]-10;VW=11)mph(3-ascend gad)Vsrd=921nph TCDL=S.Opn,,BCDL- deal.h=24f,Cat II;Exp C',Enabmd;MWTRS(env& )emWrzoneand GC Comm(3)30-7 to 1-2-7,Exterior(2)1-2-7 M 2-2-7 zone,CC for members and faces B MVWRS far reactor shown;Lumber DOL=160 pleb gdp OOL=160 2) TCLL:ASCE 740',P S.0 psgeearoofro s );Oabgoly ll;Exp C:PBHMIIy Exp.',GF1.10 3) Unbalanwtl anon loads have Men wnsidemd MNb desgn. 4) ThismunehasbeendealgnmtrgreatmofminmWlivelaadafl6.Opdor2.Wbmm Batr load M350psfon0verhanpnwn wrmntwbtha limlwds. 5) All plates em MT20 dabs unless otherwbe Indiened. 6) TIIia Cuda nas been designed!bre 10.0 pal MMM GwM live Iwd norcnneulrent with eM other live Icatls. ]) 'This Wm has been designed W al Was load M 200DM on Ne MMM choM in Al..a site.a redangla}06.00 oil by 2-DMD wide will fn between Na Mtbm cMN and any other memMn. O) Rester to incai Mr bum b puss wnnecMns. 9) Provitle mechanical wnnwon(by WMn)of pone b bearing plat mDaole M withfl.ntlin0288 In up!it at pint 5 and 4511b uplift at jaNl4. 10) This morula designed in aoudence with the 2015 International Rneidentral Cade aec6ans R50211.tmad R802.10.2 and orarmced standard ANSI/TPI 1. LOAD CASES) Sbmam IQF A1q�,�-4� A � JUAN J. :\ � BAtFS UTP-P^ `^I STNUCTuf II 21 IST -., 6S3 NALE% 05!29/2019 a Job TnssTw TYp City PM 79 Malawi Rd,NoMampbgn,MA 19051638B JM Jetk-Clpeo Gilder 1 1 Job. ob Relr .( M ") UFF.UFO Rin:iS FW 11.19MMIlla08 Feb 113019 MrtW MAE's,Inc VM 1MyN10510i Po, t IDFXOVwiuPRYBx'Ayq%IehehJtgrvlcGL�%Sw9�LN•GIatEMRRBINW Se-12 &?11 u+z z-loo m 12 3 6r 2 4 15 4 t 1111 1 � B1 H 4 9 5 10 10x12 MT2MS3x10 Sxe fl? JL3B J412 63-4 3F13 2-100 Sal Flats ONeel Ix,YY,12:o-2a.0-ll I5oayo-ta) L-s " (ps) Spcillg 3-0-0 C81 OEFL M Ild) btleA W PLAlEB ORP TOLL 95.0 Rel Gnaw DOL 1.15 TO O.is ' LL) -0.02 b8 x9118 NO Ntt0 1BT/1M (Roof S. 350) LumberDOL 1.15 BC it VMpCT) 4103 N x988 180 MT20H5 14MOB TCDL 15.0 Rep St..I. NO M 0.51 IIMs(CT) 001 4 Na We BCLL 9D' Cade IRC20l5TP12D14 Mason-MP BCDL 10.0 Margit 420 FTs20% LUMBER BRACING TOPCHORD 26 SPF No.2 TOPCHORD Shuman wools sheathing directly applied or 4-10-11 mpalins, BOTCHORD 2xe SP No.1 sappt end voodoo. WEBS mSPF Not BOT CHORD Popol owedadded or l0. WEDGE Lai'.m SPF No.2 MiTek temmmends bat StabNzen BM required wn bntln9 be REACTIONS Il size) 1=185OOSd.(min.D&15),4,2 MK an ,,(din 61-8) maddled during Mea adva .in amoNern with Embitter Mix Hain 1=12](LC12) ImWMMon guide. Max Upon I==(LC 12),I=348(LC 13) Man Gm 1=1864(Lc 18),4 102(UC is) FORCES (lb)-May.CamPIMal Ten.-All laps 250(1th)or leu erupt whan flWln. TOPCHORD 1-2•-22(IN1B5 BOTCHORD 1-9•-sell1394.SA=3B1I1BBs,5-10=3 81118 91 4-1 0=w38 1111 YsEBS ?5•-2]](1214,2d=M32Ne] NOTES 1) Wall ASC E].10:Vull=11]Mp(3aaoM gust)Vitd4thriob;TCDLi50pet,BCDL=S.Opef,h=NR Cat II;Eap C;Endped;MWFRS(envelop)exbriorzop add C-C Egenor(3)raaw:C-C br members eM bon d MWFRS lorroac6ona Moan',Lumbar DOL•16D pale Dnp DOL•160 2) TCLL'.ASCE]-10',W=35.0 PM(MM nW snow):C"m II;EIDE C;P.MWly EW.:C1-110 3) Unbalanced enwv 1pds have been coradetad for Mia d gn. 4) All pleas an MT20 paha unlBu atlternip intllpad. 5) This Muss has When designed bra top pet balsom chose Me load nonconwpntwib any Mbei 1ptls. B) 'TMs truss hes been designed bra Instill of MOpf On the balsam c11w-tl mail amawnerea recan9143-09-00 Wit by 24400 wMe will Intonation Me Whom chord and iml ober member. T) RMer W aidel(q inWes l Muss mnneceans. 9) Provide mecbaniul cons[dm(by Meets)M pan to host Pal most Is W withstanding nota upon st pint l and Us to uplfi at joint 4. 9) Trisuld.Malignant inacdordarip win to 20151 MemeYmal Resident al Chad sMeaps Raw 11.1 ON R80210.2 and afernaea samim ANSIRPI I. 10) Use USP HUS2e(ARM 22-16a nails Into GlNer 88-1lid naibmto Tnu)or equivalent at 3381nm Me lb and l ones thdates)T02(1 ply 2x4 SPF)M Mol fop of pban cram 11) Use USP JUS(Men l(p16d nails Into Girder A 6-1Mx l-Tot data into Tn'u)a equivalent At 4-"Ian Mel ell end to dent Wv(es)T03 i ply h SPF)l4ptapq Lblmm Gnarl 1�1-4`dd 12) Fill all not MAOswMr Mnpens m wraa with lumber 13) In Me LOAD CASE(S)eWnn.Ipas apgied W thele M ear Wls or rola as"M(F)a sock(B), LOAD CASEIS) Sanmrd S \ 1) Dpd.snw(bmltma):wmberlaxaes.-1.15.PIaN lmrap.lts %^\ un9wm Load• n 1 .0.ES Ul verd.(to) 00,43=20 y MESlu H'T N� Cppnalea Loans pb) STRUCT UT Ven:9•-18]2(F).10=1518(F) pi 1ST / 5S'NALOMi/ 05/2 /2019 i JTime Truss Type Ory Ply ]9 Mayni Rd.NonOamDinn,MA 'df90516MB J05 Jack-Closetl 4 1 Job RMarence(odiona0 VFP.IIFP Pon:8249 FBE 112019 Fnm.12405111 M19 litrimmers,Inc.NYd Wy 2910.51.09 Pews 162�HS1j64N]PoVRM13CkW&li9FlICGLn9L3sMM1bGi]Y.2wNbOgN1L SRraa�W -2.1-2 1-iti 2't'2 1-11i 12 6,-3.4 3 8 2 g 1- 1-IO 1 4 MT20HS 3x10 2,4 I�4 I 1 9nN=YJIS Laatlirp (paq SgeinB 2- LSI OEFL In (loc) Ilow" L/d PLAIES GRIP TCLL 350 Plele Grip DOL 1.15 TO 0.48 VergLL) 0.W 45 X899 240 hit 19]11. (Roof Snow-35.0) Lumber DOL iTo BC 0.10 VergCT) 0.00 0.5 M99 i80 MT20X5 148/108 TOOL 15.0 Rep Sheae nor YES WB 0.00 Horz(CT) 000 4 We Na BOLL a0• Cotle IRC2015?PI2014 Miami, R BCDL 10.0 WeipbL 13 to FT=20% LUMBER BRACING TOPCHORD 2,6 SPF No.2 TOP CHORD Strime al.0 sbeetbing used,applied w 1-114 Oc purine. BOTCHORD 2x4 SPF Not ettept end wNeala. WEBS 2x5 SPF No.2•Exii tWW SPF Not BOTCHORO p mccoslisiddroode.flithealici ..n . REACTIONS dhotis) 4=941 McMenicsl,(min.ii 5.525]05-8,5]08,(min B)0-1- MiTak rccm pmends Net Stabilizers and required cross bracing be Mex Hit. 5=]S(LC 12) installed during truss erection,in accordance with Stabilizer Mex Uplift 4=281(LC 18),5=102(LC 12) Installation guide. Max Gram 4=29(LC 8),5=71(LC 18) FORCES (Ib)-Mir.Cord,Aax.Ten.-All roma 250(to)or less except when shown. TOPCHORD 2.5=]04/1]1 NOTES 1) Vrtnd:ASCE]-10;Vu1 19mp11(3a ndguN)V,M=92mp11:TCDL6Opaf,BCDL=50paflr•24ft CN.11:apC:EndoW.MMRS(enmeloW)ex riorzoewaMC-C EOLL Al2)-2-25 N 69-10,Intarior(1)69-10 b 1-8-0 11.Ex C for members nM rorwa 8 MWFRS ror reactions Allam;Lumber DOL=1.80 date grip DOL=1.80 2) TOLL;ASCE 7-10:Pf=35.0 Dab(flateed roof snow);Category N tough. C;Petlielly Exp.;CP1.10 3) unbalanded sshas wndesa nemave Cegember ami rorNee lsed 4) 1b axes has been rated for oderndaminmollime laetl M18.0 paf or 2.00times flat roNfood ob35.0 paf an ovarbenga nonwncurreMwiN Doer live loads. 5) All Dletes erebeen desigunless 1 didMubcAtomed. e) This seahas beenn degnetl for e 10.0 loadotbm MOM live flonnorconarrea wreany Doer lira betla. ]) `T byther may, memberan tleeipnetl for agve load of 200paf an Ne botlOm MOM in ell area whom eredenple 3-0600 tell by 2-0600 wke all fit between the bottom MOM and any Door member,. B) PPrefer toori glMm(e)MrimesbtruR wnnecAona. 9) Pmvkemecbesiwlconnacordancewith Me sss IObeMnpparts Resident a]Cof ods sectors 1021.111 ad joints and 2811bupliRNjdnU. 10) This Wss is designed in eanMenm with Na 20151nfern84onel ReakenfielCWe aediana R502.fl.t and RB02.102and reMrencetl abntleN AN51?PI 1. LOAD CASE(S) Studdi �W UT 114 rn Sim CT Uf L I IST P �cTi 05/29/2019 i JOE Trvu Tm4a Type any I Ply 1 79 MeyuN Rd.NoMempion,MA 19051638B JOB Jack-Closed 2 1 Job Referenw(optona) JFP.UFP Run:8245 Fab 11 M19 Print 8 MO 5FL 11 M19 MITtlt lndumess,Inc NW may,291Q5109 raga ID HU UFFCLeYJM6F Uz@OU2q VGLnpLJrt'MNDR4w�blEnvMMR W -2-11-9 2-T-6 2-11-9 2-7-6 �MMnxz::cr: 12 4.24 F— 4x4 3 l w g2 2 1 5 9 4x10 3x4 [ 2-7-6 sa;e=1]1.3 1 'I Plate Oflreas(X Y):[5:054.0-2-0] Loading (P-1) Spacing 2-DO CSI DEFL in 0.) Ike6 Le PLATES GRIP TCLL 350 Hale Grip DOL 1.15 TC 0.A ZF4LL) 0.00 0.5 >999 240 Mno 19]/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 010 Ved(OT) 000 4-5 >999 180 TCDL 15.0 Rep Sten lmr YES M 000 Hoa(CT) 0004 nth We BCL- 0.0' CDM IRCIDI5ITP12014 MBNx-MR BCDL 10.0 Weght'.Who FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOPOHORD Structural wood sheathing direpay applied or 2-7L w purlins. BOTCHORD 2x4 SPF No.2 sound and annals WEBS 2x6 SPF No.2'Exesple WQ:2x4 SPF No.2 BOTCHORD Rmcloeliandifirenavapolundlor6-0-0, ...no REak"ONS (Ideim) 4=1041Mecbenical (min.Otd),5=69li(min.0-1-10) MRek lecammends Net Slabll.and required cross Madrid MaxHore 5=98(-C B) Instilled during buss erec5on,in w=rdance with Sol My UPIR 4=349(LC 18),5=264(LC 8) 1mitellaUon guide. Max Grav 4�(LC 8),5=1016(-C 18) FORCES (Ib)-Mu.Comp/Max.Ton.-All Torres 250(Ib)or leu nwpt when Moen. TOPCHORD 2-5-92]/860.34=1401305 NOTES 1) Wad ASCE]-10:Vd1=11 7mph(4vewnd Bust)Vend=ll2mpY,TCDL=5.OW,SCOL=5.died.b=24k Cat ll;Exp C,Enclosed! MMRS(envNaps)sawmar zone and G-C Caner(3)3D-Tml-2-7,� r(2)1-24b2840wns;C rorn wmatet¢ 8MWTRSkrma ns Mom;Lumter DOL<te0platgnp DOL=180 2) TCLL ASCE T40',Pf=350 psf(ate mm sm ):Category Il:Exp C;P.4 lly Exp.;Ct=1.10 3) Untelancad prow loads haws Men considered W OM,design. 4) Thistruss MSbeendesgnedfagme dminmoflivelwdoflB.OWor2,DObmnlat floedW35OpsfwC an9sncri wmntwmoNelivelcds. 5) Thistruu Ms Mandesgned WsIO.OpYbotlm dli Wdnonamwn wnbanyo rlin loads. 6) 'This Mi.hn Mendesigred ralivel0adc1200pMwthebobom MoMinallereaswM1marectin01e308-OONIIby2-0DOOwi willfilbelwean Na WMmMameM any other Menten. T) Refer to girdel(s)for Miss m trues connectons. 8) PmWde mersomal wnreason(by pthem)of truss to tearing pleb capable of mthstanding 26410 up at pint 5 and ME N eon at pint 4. 9) This Min is desigred in axemanw with the 20161ntemaionel Ruiderd;W Code sectors 8502.11.1 and 8602.10.2 and Merenwd standard!ANSIRPI I. LOAD CASES) Standard N44gI, l � � c p knit mr-Yl .Li �Yt1�.R'i'Or 05/29/2019 r Job Those Truss Type Oy Ply ]B MaynardNonmember,RE.Nonmember,MA 19051838B J07JackClosed2 1 Job Reference(opWml) LfP UFP Rw[aNS Febo nIshol 8.240SFWtl]019MiiWlnsNsMee.lrc.`M]MeyA 1d51.W Pa,4.1 lutnnloammoxonaui�+aivoennofarqu.w.uozxzaaozoelnwsaee99w -2-1-2 2-412 2-1-2 2-412 12 Br 3x4 9 28 S1 t 1 4 MT20HS3x10 2x4 Spwe=t u4 Letting Ip0 Bp"clrl, 2-0O CEI OEFL n (bc) 0de11 Lld PLATER GRP TCLL 35.0 Pln Grip DOL 1.15 TC 048 I LL) 000 4d �8H9 240 MT20 19)y1H (Rod Snow=35.0) LumWr OOL 1.15 BC 0.11 Ver11D1) 000 45 M99 100 MTZOHS 140/100 TCDL15.0 Rep Saes"ly YES M 0011 Norl 00D 4 Na Ns BOIL 00• CWe IRC2015RPI2014 M&MwMR BCDL 10.0 Valli F7=20% LUMBER BRACING TOPCHORD 2x9 SPF Not TOPCHORD Structural wood sheathing directly appleal or 24-12 oc pudim, BOTCHORD 2x4 SPF No.2 exmptend vena ls. WSSS 2x8 SPF NOX'ExwpP W23x4 SPF No 2 BOTCHORO Rd ii Iph-direct,inded ,al REACTIONS IIMsizm) 4-24IM"Ch0nIm1.(IIIel.0-1,8) S=SOBMSB.(min 0.1-B) MlTek....no.Met Steadiness and natural cress bmrJn,be Max Hod, 5=BB(LC 12) inebllad dom,buss Modepn,in..Men.wan Stabil r Mex Uplift 1=1 W =95(LC 10).5 (LC 12) IretaliNbn puke. Mar G. 1=27(LC 5).5=710(LC 10) FORCES Oln-Maw.CNIp.ANVTen.-Nlfa®s350I1a)wfde"e:cepiwhen Noon TOP CHORD 2-5-049/249 NOTES 11 VAnd;ASCE)-10;Mill 1)mph(3eemkSud)VaN=92mp1;TCOLx53p0;OCDL�Opel,0=2/R Cal 11;EVC.Embedded.MWFRS(envelope)adeM.and!G4 Extreme(2)-2-2E N0-9-10,Indoor(1)69-10 N 2307a1e.0 ter memWla SM homes S MWFRS for welcome Slxyxn:Webber DOL=180 MN Map DOL=180 2) TCLL ASCE]-1D;Pil0 W(Mt hoof wlow,Coastal l',Exp C.Rental Exp.:CM 10 3) Unbalanced..lead haw Wancomidemdfonlhiade"i,n. 4) This Washes Wend.:IgR NrONaNrMminmdliveloaddlB,Opefor2.OOemesflelmoflwdd35.OpMonoverMnOsmnc hon ntwboO wllmil ds. 5) NI plates am MT20 pleb" ade unlotherwise indicated. 51 This trues has been deei,ned for a 100 psf bottom chord live bad noxionwhart with any other live loads. 7) -This tlum has been devi,md for a live bad d 20 Opal on the boWm Mold in 01 asses where a mcun,1e 308-0O NII by 2-0090 wide will fit between Me bo00m chard am any other me rmem. B) Refer b rall fix bade N WM connections. 9) Provide mechanical connection flay=am)of buss N beam,bead,Pei d werstandiW 95 lb sold at joint 5 eM 197 Ib upMl at pro 4. 10) Tbis Wu is designed In a¢atlence with the 20151nbnm eal Real Code eaceom 850211.1 and RON 102 eM wNreeood SNMep ANSI?PI 1. LOAD CME(S) SNMand w2. Y JUAN ES UT RA N' STRUCIU 1 ST •SSaINALT` 05/29/2019 Job Three T-53 Type City Ply 79 Maynard Rh.NorMm epbn,Mq 1g05163BB JOB Jack-Closed 2 1 Job Rental(abdomen) UFP,LFP Ma 9.2J 5 Feb 112019 Pat 0 0s,Did 112019 MRW IndustrN9,IM.YM Mrs,291s,.51Ca Rad, I ID. MM]PYCAJN Gz¢mxIDg59rvMGLryL3iNkNGPJ2x&MMOWo 6R=O W -1-1 ] 3A] 3f] 12 25,4 6r 3 e 2 GtT1 4 3x4 2x4 3J-] Scale=l3s.] Plant OSeala(X.Y)' 1260.12,Edgel Lwtlinp (peQ Spednp 2-0-0 CSI DEFL n Soc) gdefl Ud PLATES GRIP TCLL 350 PIM;Grip DOL t.t5 TC 0.12 VeryLy 000 4-7 -686 240 MT20 1971144 (Roof Snow=35.0) Weber DOL 115 BC 006 VeNCT) 4.1 4-7 -999 180 TCDL 150 Rep Street Ina YES M 0.00 Hc¢(DT) 0.00 2 Na ole KILL 00• Cass IRC2G1STPI2014 send-MP BCDL 100 Weight 151E FT=20% LUMBER SPACING TOPCHORO 2A SPF NO2 TOP CHORD SNWtural wood ffieaMing directly applied or 3-0-12 cc purlins, BOTCHORD Px4 SPF No.2 except ed mNuls. Vr£BS 2x4 SPF Ne.2 BOT CHORD Rio d ahl no d Giddy applied t -0ec bradn . RECMONB (IWaIze) 293910.5-0,(min.0.1-0),4=1]N Mechanical,(m1n.0.1-0) MiTekreemmerMa lbat 5tandid,en and requiretl cross bream be Mex H. 2�9(LC 12) inMallad during turas erection,in ad arcanw wM Stabiliser Mss UPdI 2-55(LC 12).4=1](LC 12) betatlatio0 guide. Max Gree 2=344(LC 19).4=185(LC 19) FORCES (Ib)-Max.Comp.lMex.Ten,-All fames 250(11b)or Mss Indent woad shown. NOTES 1) Visit,ASCE]-10;Val"1]mph(3wcorM gust)VaW=92mph;TCOL- Opst.BCDL=50W,,h=24R Cat 11;Est,C',Enclose ,MWFRS(snvelape)eMerior zone and CC Exterior(2)zone;C-C for members and fomes 0 MWFRS for reactors shoed;Lumber C0L-1.60 plant grip DOL=160 2) TCLL'.ASCE 1-10;P--35O per(Cat mol an=).Category Il;Exp C.Parbasy Exp.;CP1.10 3) Unb818nced shoe bads have been considered far this deapn. 4) This trues,has been del and far greater of min mon lite load of 160 pad or2006mes flat hoofled M 35.0 pat an overhangs nonconerrem with other live Inside. 5) This buss hes Caen designed far a 10.0 pef payam chord hyo lwtl norconcumM with any other live bade. 6) •This Was has been designed far a live load of 20.0pef on Me coal chord in alll&an where a rectangle 305-00 ntII by 2-00-00 wide Mil fit beMwen the Whom chord ate any to,membem. ]) Refer to girdega)for fuss to truu conneaions. 8) Provide mechanical comecion(by othere)of twee to passing plant capable of withstanding 47 Ib UPIR at l0int 4 and 551E uplift at pint 2. 9) This saw is designed in aruMance with Me 2015 International Reekendal Cada Miction.Pill 1.1 and RING.10.28ad referenced standard AN51?PI 1. L0AD GA6E(6) Standard ��`Thar frees tip` y± T V Fl` JUAN J. raj NAIF$UT 'RANI STRUC1 C L 21 1sT SSM1RiAI�% 05/29/2019 i Job TNss Truss Type Ory Ply ]B MeyneN Rd.NWrhem on,MA 190518388 JOB Jack-CIO td 1 1 Job Refercnu(.MiWna) UM UFP Rm 8345 Fee 11 209NM 8,2405 Frb 11 W19 Mii0lrWneM.Ire.Wt)May 2810.5108 Pase:1 lD.nCB54avrcuu�ccnwru:enagvnwuqu:wwlncluz.wsaoowlee.sRaep2w -2-115 9J9 '� 2-115 355 12 4.24(— 1x1 3 e m 2 t1 1 1 5 1 1x10 3x1 0 8 119 p 9-2-13 Sulu 1 b s PIHe gM1ws(X Y): Loading (pct) BpscYq 2-0-0 CRI OEFL N (fool 5'dd LM PUTEB GRIP TCLL 35.0 Fab Grip DOL 1.15 TC 0.8] VMELL7 0.01 45 >999 240 :120 1B]I1H (RoMSMw=350) Lumbi DOL 115 BC 0.25 VpECT) 0.01 45 >BBB 1d TCDL 150 Rep Shass Ii YES U.H 000 Xprs(CT) OW 1 Ne no BCLL 0.0' Code IRC2015ITING014 Mdix-MR BCDL t0.0 Vaught lB lb FT=20% LUMBER BRACING TOPCHORD 2W SPF Not TOPCHORD SbucWrel woof sheathing d'Imcby applied or 2-741 Oto purlins, BOT CHORD 2x4 SPF No.2 exciatetiandvartitali LNESS 2i5 SP No.I'Exa l'Wt2W SPF No.2 BOTCHORD P Gal Ji curson,applied REACTIONS (INatie) 4-29r Mechsap".(min.01 5=]OtW4 (min.0.141) MiTdre medsMd SobilimmoMrpuirdcrowb MM Max MorK 5108(LC R) NealINcumn Wes eletSwl in ecmN.IrswiM Rlebtliaer Max UMA 4-288(LC 18),51(LC 8) InMMNtpn guide. Max G. 4KK(LC 5).S9]5(LC 18) FORCES Ob)-MMC CanpMsx.Ten.-Allow 250(fo7a Nu auaptwhd ahoxn. TOP CHORD 2-5�7 VOTER 1) ninalASCE]-10;Vul"I17MM(3aernnd gust)Vaedol2mph;TCDL-5OW.BCDL=5OW.hi Cat 11 Exp C:Enclosed.MWFRS(enralope)asumor sone and C-C Comer(3)5-0-7 to 1.2-7,EMerior(2)1-2-7 to 3-1-7 somi nor members aM kw R MMRS for rsanMona shown;Lumber DOL=1.80 pleb pro DOL=160 2) TCLL'.ASCE]-10;Pf=35 0 had at roof snow).Category II',Ev C;Paltally Exp.:Ct=1.10 ncM 3) Unbelasaw nInds have been.,aid..for this design. 4) This pubs hes been deli for breaker Of min roof Hi load 016,0 psi 2.00 Bmeaflat tmNod of 35 o put on di,ahm eno mumnt with Other Gw louds. 5) This Wd ss hes bedessmd for a 10.0 put bottom Mord live loo nonedncurn nt wan any oherliaw loads 8) 'This Wes has been dugnd for liw load M 20 Died on the bottom chIXd In all areae where a reOlangle 3-0&04 WI by 2-0 00 aide will M beMeen Ne boMm MON and .ray Other members. ]) Refer to patent)for truss to tun conneclons. 0) Pnaitle turban"cOnMCMt(by Wheat)Or Musa W Wring pate uu:Me W withstanding 2531E uplift at jort 5 and 280 Us upliR at posts 4. B) This dome a desgnd in aunNarce wan th MI 5 International Re red Code admna R502.11.t and R802.102 sM reMerretl steMaN ANSVTPI I. LOAD CASE437 Stani troF eiass�� JUAN J. � AlES-01 RA N1. STRUCIUF 1 FOIST AtTy'rlrnrrn 05/29/2019 s i Job Truss Tress Type T9 MayneN Rd Narthemptan,MA 1:51638B J10 Jack-ClOOry pryeetl 1 1 Jab Raferanre(apUonep VFP OFR Run'.8 N S Ftl 112018 Pnra a 2x08 Fee 112019 MRtlr Industries,Its,WEU Mey'N ID.610H rage Io art161.6q'NiIR_NrvyEC9:devgrYlpGLryL]NMbGMZx9Mp]Cht@nSWiiappW 2-111-9 33-3 12 4.24r 4x4 3 y6 4 2 1 1 5 I 4X10 3x4 33-3 SeeM=1'.]St 1 Plan Onsets is,Y): Loading (Pan Spacing 244 CSIDER. in (roc) Voted Lid Pst,l GRIP TOLL 35.0 Pltle Grp DOL 1.15 TC 0.0T VerU-I.) 0.01 0.5 >9119 240 MT20 19)1144 (RoadStLumber DOL 115 BC 0.25 VertCT) 001 0.5 >999 180 TCDL 15.0 Rep=Inv YES VAB 000 Hora(CT) 0.00 4 Na his BCLL 0.0' Core IRC2015?P12014 Maaw-MR BCDL too VJeght:1911b FT=20% LUMBER BRACING TOPGHORD 24 SIR No.2 TOPCHORD S1ruaMM woad sheathing directly apMl�or 2-7-8 oa Whine, BOT CHORD 2X4 SPF Not - exmpt antl wertials. WEBS 2x8 SP Na.1'ExcepY NR:20 SPF No.2 BOTCHORDN cpliedor6-00¢braard REACTIONS (UfMn) 4=291 Maddh L(par 0.14),5=TOHW-6,(min.0.14) MlTeb remmmthat at SWbilitars and required cross breungbe Hore Man5=108(LC e) installed during hues erector,in wicamnce with Sebil'per Mu UPIR sl 2W(LC 18),5-253(LC B) Inaelletion guide. Max Grav 4=39(LC 5),5475(LC 18) FORCES (lb)-Max ComPrtdex Tan.-Atfarcm 250(11b),or lose except when show. TOPCHORD 2-5r-885537 NOTES 1) Wnd'.ASCE 7-10,VOW17mph(3aemnd gust)Vand=92mpb;TCDL=SOWN:BCDL=S.Cpsf,h=24R,Can.II',Exp C;Endesed;MWFRS(envelope)exenor rune and CS Comer(3)4-0.2 W 1-2-13,Exterior(2)1-2-13 W 314 sono,M members and forces 8 MWFRS for reactions Mown;Lumber DOL=160 Mee grip DOL=1.60 2) TCLL:ASCE 7-10',K=35.0 psi(Met roof snow);Caegory II;EV C.Partaily Exp.:CP1.10 3) Unbalanced snow loads have been considero]for this though, 4) Th is truss has bcen designed or greeter a min roof live load of 16.0 Pat or 2.ao arm,flat and low of 350 Pet on overhangs non-mncwrent with other leve loads. 5) TMs Russ has been maned!for a 10.0 Pat boWom achl leve load ndrnwhor hand weh any other live loads. 5) -This truss has been deagned for a live load ofA Opt on the bottom chord in all Hees where a aotargle 3-06-00 W I by 2-00.00 wide will fit between the bottom chord and any other members. ]) Refer W girder(s)Wr truss W truss mnnedons. 0) Provide mechanical ovnealian(by others)of truss W bearing pleb capable 0 w0wanding 253 lb uplift at joint 5 and 258 Is up[N at joint4. 9) This truss is designed in amomance snM the 2015 International Residental Code sed ons R502.111 and R802.IS2 and elemncatl standard ANSIRPI 1. LOADCASIRS( Standard 1 �HOFh!4SSy T� JUAN J. qqj ME U1 13A STRIICTU ' 21 . IST Z S$iJNAL"ti/ 0$/29/2019 i F Job Torn Tmsa Type Ory I Ply I T9 Maynan9 qd.NoMambhn.MA i BD516MB ill Jack-Closed 5 1 Job ReMrenw(bptibnep UFP.VP RM9V S Feb 112019 Mm.&240 S FW 112019 NRek Immerse.Im.NYe May 2910'.51'.10 Pass Io.v.Llvav9roxa�Llvyecrywaeayrwcln9Lvww�D�vlzwaemlxalb:,.5Ram99w 24-z 2-74 z-1-z zee 12 6 r 3x4 3 d2 e SA 1 1 < a MQI*tSulo 2x4 2-Te saM=race �� Least, (Pap Sparine 2-0-0 081 DBFL F (Mc) Inen W PLATES GRIP TOLL 55.0 Rab Grp WIL 1.15 TC 0.40 Vem(LL) 0.00 4d >999 240 MT20 197144 (Roel shaday 5A) Wmber DOL 115 BC 0.12 VeyCT) 00D 4S >999 1W MT20H0 14N108 TCDL 15.0 Rep Strees Ina YES W41 000 Nadu) 0.00 4 M nm SCLL 00' Code IRC2015/TPI2014 Matr R BCUL 100 Vani 15th FT=2096 LUMBER BRACING TOPCHORD 24 SPF Not TOPCHORD Structural wcalsheathing dirmay aposel or 2-7-8 oc purlins. BOTCHORO 2x4 SPF Not ..or and verticals. WEBS 2A SPF No 2'Exwpt-W2'Px4 SPF Nn 2 BOT CHORD Paid on diraafl a Ii REACTIONS (IW.) 4M Mechanical,(mon 0-1-0),5=508i(min.0.14) MiTek recommend.met Stabl..'s end required ansa Oraungbe Max Horrs 5=91(LC 12) inahlled during trun erection.in acwrma with Shbillnr Mex Uplift 4=-188(LC 18).5=-92,L',12) ImhllNion guide. Mex Gray 4�0(LC 5).6lBt(LC 18) FORCES (1b)-MptCMpIMLC TM.-Allfdteb.`r!Ob)IX bra axwptwlKn atwan. TOPCHORD 2-551245 NOTES 1) VMd.ASCET-10;VU -117th (SuacandguM)Vad=82mp0;TCDL=50W BCDL�W..11=241LCW II:FJIp C,ErcbnO:MVrFRO(Onvelape)el.YmrzarNnld tit Ex w(2)-2-2eh0&IO,InWw(1)09-10m2412awePCWmam radtaws&MY.FRSWm wsall .Lumber DOL=1.Boplangyp DOL=1B11, 21 TCLL ASCE T-1o;P 35 0 PM(Bst mar snow);Cahl ,II:Exp C',P.MMIy Exp C1=1.10 3) Unbalanced arm loads have been considered fortim design. 4) This truss has been analysed for greater G min moi live load G 10.0 psi w 2.00 rimes flet mol load of 55.0 psi an ovemangs rcmmnwrmrd with other live Inds. 6) Al Mame am MT20 plates omen oM..,.,nd...d 6) This truss has been designed for a 100 Psi baVom G1ord live Iwtl nonwnwrrant w8b any other live loads, T) •This Wee has been"attired for a live load of 200pat w Me bstom 0.0 in ell areas ware a motange 50500 hII by 2-00-00 wide coil fit behwan Na bollon Glad and any other member. 8) Refer h gMens)ror tures to Vuu wnneacris. 9) Provide maaleniwl wnmaon(by omens)all nor to Warr Pah wjw:se G withetaMing 92 M u0A at pint 5 and 166 to add npint 4. 10) Tllh truuhdesgned in ewnNmw wN Me 20t51nmma0mal gaabential Cade stt9or15 R502.11.teM RB02.10.2 end relnenwd ahMeN ANSIRPII. LWD CASES) Shaped iii y A V M JUAN J _u FS U1 nn N' BTRUCIUT 21 . $T 5S9JNalE�`�� 05/29/2011,9 1 'III Job Trues Truse'fype cry Pty )8 Meyned Rd.NaMampn,MA 19051f338B Jit hick 2 1 Jae Rafa R (opdonap VFP.LAT Few O.NS Fed 112010%V[020 S Fn.11 Me MRar IMIpMF,Irc.IW dry A 10'.51'10 Papt 1G1C1 W NPbvNVBWnYID1F5iBvrv4610>INRV�1SgP5m5hpFjV�SM'-0hFz2RIv 2 H-9 12 424 4x4 3 2 S8a 1 1 5 4 v 1x10 2x4 SUN=t:si5 �� Plein Omeb(x.Y):13o-52.o-za1 Lomeli UN) am," 2-0 CRI OEFLn Qoc) Otlell W PLATER GRP TOLL 35.0 PIaM Grip DOL 1.15 TO OW Valli 001 4S >9B9 240 MTA 19711M(Roof Smw=35.0) tamper DOL 1.15 BC O.A Vert(CT) 0.01 46 =869 180 TCDL 15.0 Rep Shwas Ire YES M 0.00 HUa(CT) 000 BOLL 00' Code IRC301W-121114 Mardi BCDL 10.0 Might Alb FT=A% LUMBER BRACING TOPCHORD 2x6 SPF No,2 TOPCHORO Sbuchi wall shOaMing direpy Addled or 2-7-8 ac pudip. BOTCHORD as SPF No.2 ei end vmdcels. WEBS 2x6SPNoA'Exgp-v,' i BOTCHORO and.n dire RFACT (IDleize) 4-111 MscMndal,(min.- -B),S=TOON)-0,(min.0.") MiTek mmmmende Mat Shishien and hid Bred cross down pe M H. 5112(LCB) Installed duNy Wu erecdpnin arcoMarce will Shadifirder Max UqR 4=223(L018),S=21)(LC 8) InelMMn guide. M G. 4e57(LC5).S=W8(LC18) FORCES Ob)-Mass.Camp.RALL Ten.-Al brtes 250 Go)or ln,s map,Men ellen. TOP CHORD 2d 851b27 NORES 1) Wind;ASCE 7-10;Vu8w11Tmph Gascon"9ee0 Vaedw 2nlplf:TCDL=S.Opd..BCDL=5.Opef;iCar ll;Evp C',Endorsed:MWFRS(enad deal Sone and C C Comer(3)302 b 1-2- Erovi(2)1-2-13WM-5d.;C-C br memMn and forma 8 MWFPSforrwcdone shown.LumMr,DOL=1.60 dial9np DOL=160 2) TOLL.ASCE 7-10:1.0 of(Mt roof anew):Cal9pry ll;Ess C;Pane lly Sop,;Ct=1.10 3) Unbalanced snow loads have been consideretl for Mie design. 4) This buss has been designed for Broader of min roof live lad W 18.0 of m 200flown,flet roof load of 35.0 pef On overhangs nonYoncunent will Oder live loads. 5) This true has Men designed for a 100 ofMban chpN lbw load ydrzoMnyant will any Mher lNe leads 6) This Vuae has Men designed for a llN bad M A.Opf on any b0110m chord In all areae where a rMengler Ooil dy 2-00-03 wide will fide Miwasn Me Whom tiled and any ther memders. T) Reber b on",)br Wee W bun,Connesione B) Pmvile mMenkel mnnecton(by When)of sues l beal pleb node of wllebrd'm9247 b uphill at a id 5 and 223 b upill al ped 4_ 91 This Wse is desgwal in e¢ordance wit dN 20151nMre5anW Residential Code aetdon5 8502.11.100 R802.102 and refemnahol Wrom ANSVFPI I. LOAD CASE(S) Standard JUAN J. \ 1' � Al Sul SIR Uf 1 SS,QNALO' 05/29/2019 I I I i i JobT4u True Type Ory Ply )9 MryMN Rd NOMamgon.MA 19051638B T01 - "-i d2'.amnwn 2 1 Jpp Rebronre(optlonap UFP.OFP Run SM8 Fed 112019 Peet 0249 Fab 112019 MRO InauSltleL Inc VM May N 1051'.10 edge'.1 IRgMqunLymPSMfvMmm�µ9mmaPORpLSp�•ms]Y.GGmGp0.190�zE>99pv }14 i6Wt1e-_T p ( INtt 1 96th ( 1 �T�TIN� Me e 12 My » » r� »e New 4 1 2e //�QILy2� 9 u as 11n tp .12 Sq MTNM9htp 3. 41p Shay i �630R -61011 1 Plea 09sete(X,Y):(2:0814,Edge1.(9'.054,0811 Loafir, (my) Speal 200 CSIDEFL In (I.) Well Lo PLAIEB GRIP TOLL 35.0 Pleb Grip DOL 115 TC 0.52 vAl -0]I 10.12 x999 240 MT20 19]/149 (Rad Snow=S5.0) Lumber DOL 1.15 BC 0.)5 \mni 0.39 1012 s909 180 All 1/&109 TCDL 15.0 Rep Stress lar YES WB 0.19 HoG(C7) 009 9 We M BCLL 0.0' Cod's IRC201Ylluil MM ms BCDL 10.0 WbpM 1211E FT=N% LUMBER BRACING TOPCHORD 2x8 SPF No.2 TOPCHORD Slmclural wood sheathing d'vedy applied bs,L0-1 ac puree BOT CHORD 2x1 SPF No.2 /yC BOT CHORD Fall delete calla fi tl r ed bedn WEB$ 2x4 SPF N0.2 - "` L,,, MiTek iecw -my Pat Sttabiflzen and reduced floc bidding be SLIDER Left M SPF Nd2-280.Ryaai SPF No.2-200 irstaMd during Was erectionin aes rcoanae with Stabilizer RE3aC1gN9 9blace) A1767 P .(men.0.2-12),a 'S05p53.(min.424) InstaM(.xi guide. MaxHorny 2=t55(LC12) Max UPM 2=254 JLC 12),9=214(LC 13) FORCES (tb)-Max.Comp.dims.Test-All farpm 250(19)or les9 dxwM warn an. TOPCHORD 2-3-Writ 3-4-227913494-21w-206M546,5-21=-195614),5-22--191]1352,9-22-ION &23-192&394, 2524 lgaallt t,7-24-ZOnM9,].2�225N ,8-25.4Zy!B354.eA=-53945 BOT CHORD 2-1201111919,12-26=1211413,11-2 1291413,11-27 .121/1413,10-N=-12111413.9-10=24&1980 WEBS 5-10=1521738.7-10 35sR18,e-12w-1448)5, -1h 96,236 ROTES 1) Vice:ASCE 7-10;Wil 1)mph(3aemlb Sul VaW,92mpa;TCDD Ouf,III W,hi Cat Il;dap C;EM3osed.All penvel0Pe)eatedpr]ere alb CC Exterior(2)-2-24 to 0-7-10,Inter'Mr(1)D-7-10 he 5&t 2,Exnsrior(2)94-32 b 15912.Insider(1)15&12 b 22-78.Exomor(2)22-7-8 to 25-7-8 zomi for members and bores 9 MWFRS for reactors shi Lumber DOL=160 plans into DOL-110 2) TCLL'.ASCE 7-10,Pf=35.0 pay(flat roof snowy Category II',Exp C.career,Exp.;CUT,10 3) Umbilical snow loads have been mnudered for this design. 4) The tress hes been designed for Member of min and live load Of 190 pM or 2.00areas Flat may bad d 35.0 W on overhangs rmnapn t w8h other lM loads. 5) M plata am MT20 playas unless OPBr eine IMvsbd 6) This truss has been designed for a 10 C W bouldhord l.ve loatltmcOv-u11MIwiP My enter IM bads. T) •That truss has been designed for a live wad of 20 Opsl or,the Mnclm cycles in all ams ween a Nobe la 106-0O SMI by 20040 xaae will 9t between May bwtom mesa and My other mmMla.with SCOL=10 obey 9) Frontier mechanical normal 11rrI-)Mun-u.bear rg Maine words of wlNsbMwp 204 lb uylM at joint 9 and 2841E ISM at pint 2. 9) Thio trusem done tlIn a.m...^:Mthly vin, I eadmnal ReBltli Co.eedione 850211.1 and 880210.2 alta commercial aWndaN ANSVTPI 1. LOAD CME(S) Standard 11a1JIg JUAN RAL Sul fiTRUCTU 1 1E1 „�L SSw)NAIE 05/29/2019 :i i Jab Trull ..._......_...Tri W TYPe Gly I Ply I TV Mayhem Rd,Northampbn,MA 190578388 TM -,may Rood Sp9nal 1 1 Jap Reference(apporbN VFP,/IFP 6=1.� Run'.BNS FWII 20191inm 020SFeb 112019MyTWINzzmys,loo VMMay R10.5t.10 Paget IDaisM(i3 ff sie0.5RxB'p0�POR'tB131w5I Z5 FeiW%Aaa]pF V ata e.51h ) 1a9b ( tins L 1z L x 1 s+a um--T- suT�aTssa ea e eco b m ZM w ^ jM any N aas /z x11 f 1 //yamrz 1b a zx m n 41,12 3x4 m en I.m Issrs � isu_T1GM� '6SU m fir sat.=.nz Pbb DeYeN()L Y):12:0514,Eage) Lasding (Pai 8psdng 2-0A CBI DEFIL in (roc) Ilden Ue PLATES GRIP TCLL 35.0 Pleb Gnp DOL 115 TC 0.5] VMgLq -0.31 114] >999 b0 MT20 19711" (that Brew=35.0) Lumber OOL t.15 BC OB7 Val -0.50 1113 >621 180 TCDL 1BG Rep SZLI O YES M 0." HaRCT) 0.07 10 Ns Ne KILL 00' Caen IRC2015/llfai 4 Mebb-MS BCDL 10.0 Nwight1251b FT=20% LUMBER BRACING TOPCHORD 2W SPF No.2 TOPCHORD Strodural wood shemhing directly append or 3-H40 a Damns, BOTCHORD 2x6 SPF No.2 exaeplend veroaals,and 2-0-0 on burns(6-0-0 maze) S-9. WEBS 2x4 SPF No.2BOTCHORO Piculd Onto, rt SLIDER LMI W SPF Na.2-2512 ~ __ all recommends Met Stabilizers and assuired aW"Ong b0 REALTION9 (/seize) 2=1T7410S5.(mM.0-2-13).14=t e38I MCWnkJ,lmn.tel-0) imWkd during truss erection.in aarvdanre wads StOplwr Max Hoa 2=1]9(LC 12) Irrsblbtion pares. Max JOrt 2-2"(LC 12),10=208(LC 13) Mex Gmv Y-1770(LC 1),10=1892(LC 31) FORCES (Ib)-Max Comp./Many,Ten.-Al Mmes250that orless Oxuplwhen manyn. TOPCHORD 2.1--599909,}1-MSD9G,418=-2000/338,518=195&3]B!LI =18203",9-19-1909,357,a-20=25484,15, 7-20=052p32,7-21=-2581835.8-21=-2696011 BOT CHORD 2-13=3]4/1835,13u22-15711"9,22-23=15711"9.4-2Y1571141,19.1112=-157114149.10-11�812297 WEBS 413499(238.613=131582.8-11-23&1]77.7-11>•-907WI.S-10•-27"/388 NOTES 1) Wand'.ASCE 7-10;VUI1w117mpn(3-second gust)VOsdN2rod,TCDL=5.W,BODL=50pa1',mi Ca It Em C;EmJe"d;MVUTRS(enftlope)ennnarzene and C-C Epenor(2)�2-2A0:0-7-10,Inbrpt(1)67-10b9-912 Exbdor(2)9-9-12 b 159-12.Inla (1)11912b M4-12.Ezbrsa(2)25412 b 2590 zone',C-Cformembers ellMm"8MWFRSforrambneshown;Lumps DOL=1.60pl0 grip DOL=100 2) TCLL'.ASCE 7-10;P1=380 p f(Mt and enw):Category ll',Exp C:PBISsIIy Exp,Chx1,10 3) UnOWmae anw bads Mft peen m.Nered for Ne dneipn. 4) This buss has been disagreed for grestl of min roN they load d 20.0 pad or 2.00 Mass 0th and bad of 35.0 W on oseMBrgenmmrr !leen wio other lila lords. 5) Prd4b 6deaua4 drainage to premm water phndmg. 0) This buss has been deagrod ter a lO G pd batlhm Gldd lift IOBd rpn[onwmm with any other May ods. 7) 'Tnistmss has been dee madfor Blw hosdd200pafan Me Natural road mall ameswnemanabngle 3-0600 tell by 90900 wka wilmbebeen Me bollen cram and any other members,will BCOL=10 died 0) Rather to girders)for truss to lave a0nnM6Mla 9) Pmvga mechanical comeadon(by othal trust,w be0nng pate Opabb Of withstanding 2N Ila uqM at pint 10 and 204 lb uplift at loam 2. 10) This Max.,destoadnemomadd wib Gro T.-slramdrionsl RastlePoM Cede xcdam R502 11.t and R802102 and Meremad sbmdem ANS1?PI Iaa 4 11) Graphics Wrlin repmentadon does notde{ia Me>RKo•Me orienbWn of Me Mnin a"Ne tpeMlhr badan cram. d4 � LOAD CASE(9) Sondem e . n (1C y JUAN J. !8 RALES-U, $T{iUCI U! 1 SSUNk 05/2 /2019 s JCb T. Trufa TYM Ory Ply 79 MCYnaN Rd.Nlxtlumpbn,AU t905tE38B T03 Root ST9r181 1 1 bb r Reform. Ou UFPUFP ReaaNB Fe1131 [ IDSFap11ymil."qIn usnw, I rc.NwdMb010 Panel ID:" Ga1W &HaMAAftMM7ryPE� R9V 313 BbrO IR9R >-1� 3 aatpt] Ip + sat 'xca 31Fra—�2a�j has e 2 ° n to too 21 4 a2 flude a a e _ A n d as T4 - a 'fq 2 ° 1 0 a 1221 n who aH a ew we ( a6'z l a ( 3s;M1lz i 9nIe=too.z —{{- Plats Choose(X Y):120SA,Ed,e] Loa0919 (pal SpuJrr, 260 C81 DEFL In (mo) 4gsll Ltd PLai GRIP TCLL 36.0 Plata Grp DOL 1.15 TC 0.52 Varit AM 11-18 >OH 2" MT20 19711" (Road Shows Lumber DOL 116 BC 079 VoKCT) -0.35 11-13 s882 180 TCDL 15.0 Rep SmwsIw YES WB 0.43 Hool O.BB 10 We No SCLL 00' Cutle IRC2o151TP12014 Mabu-MS SCOL 10.0 V.YgIK 132 Is FT,Me, LUMBER BMCING TOPCHORD 2x8 SPF Not TOPCHORD $bucNral wood sheathing directly applied or43-9 u purine, BOTCHORD WSPF Not except and wrlcals,and 2-0-0 oc WOins Ili show:S-9. MISS 2"SPF No.2 BOTCHORD Rigid aaairg diraeuy aspire w49-13 oc lowest,. SLIDER Loll b9 SPF No.2-2-11-12 l WEBS 1 R.at hall 8-1 Rll Clfl N5 (IMslae) 2.1T]4ligrn.62-13) 10:OW Menranol.(mn.o-14) Write rewxldo mmMn Sbbnders and raauMedmaoM Wbe Mex lade 2x103(LC 12) installed duan,bade metal in accoNence with Sbb2oar Mu Uses 2-382(LC 12).10=-211(LC 13) Insdllaoan 9uNe. FORCES (Ib)-M.Conlp.Alaa:Tom -P1 Mus 250(Ib)nr baa crept when shown. TOPCHORD 2-3�88@81,3-H2VaS l,0.18=2NW337,S18--19°5]39,5-19•-1921Y4 19-1805x358,6-20=22541418. 7-20=-2415404,7-21=2124 32,21-22•-22411322,8.22=23]0/321,9.10 449] BOTCHORD 2-13.35811835.13-24=18311421,12-24=18511421,12-25.-18511421,11-25=18511421,1011=3MU 8 WEBS 413-NW"7,6-13=141988,&Il -t991fli12.T-11=40511838-11.3571132.8-00=2538998 NOTES 1) vel ASCE 7-10:VuIK11]mpl( aamrltl gust)VeedeRimp0;TCOL=5 Opef,Shi OW.Inti Cat 11,Exp C:Emotional~RS(enMopa)axmrvmuartl C-C Enerior(21-2-2Amo-]-l0.lnerior(1104-10 m 4412, pose grip &912m1541-t2,ImerM(1)is-9t2mzz-90.EMMior(2)u-90625-9U zou;CLMmembMeaM torero BME7-10Pa Patclown;Wmbe),DOL=1801;EvC COL.%1 S0 2) TOLL raced 7-10%=380 have mn Made),Category design E�w C',PaN911y EN.I Chit 10 3) Unbalanud"bwn Mdslwye dean cotes of mtlMM'Bdesid 4) This Wuhas,u.W beenMalignantdM9reamror .nd,n lNe loadn20.0 pN oo2008mroflat raoilu0d36.0 pts an 0vxlan,arvlcpnwmnl with ether live rude. 5) ProThis Muss has be tl designed for a I D water ponnn9. 8) TBlsbueetae.them 4di,nwllora live Dndolom CM1OMirve by Mom uncumnt w..witeM.recteads. ]) 'Trlslusehe.brs aft h,nod=10Oabada20.Opnan Me bdmm nMmin all aleaswbemarecYnpl010fi-OO tell by 2-00-00 wne will Mbnween Ma boBan clwrdaM aMeW members,wits BC DL=tO.Orod. % Rebrm 9iwduatrbr Wssb hu(by Others)O 9) ProThis es Mur llamul inaboon(byobwn)o-, ess115 to heading plete ealie Code section,211 502I UpMltl joint 2end21bugMn stint2. 10) Gmphuss is dir rep lin aumrdarrs n&d r'.'Mt-1 mw° ohentatke l Code"tl'Iwla R50211.1 wrq 8802.182 end rebr<nm0 abntlaN ANSIrtPl 1. 11) GroPl'Iral Putin repm"nblbndreenndpiclm:"wr or Me prienb8wol Me Darin ebrlp Me mp andlMbplmrn tlprU. LOADCASE(S) Standard ��'IHOf M1i9,"l\ gun 1 u ES U7 RA m� STRUCTU 21 IST SSaNaLj 05/29/2019 r a 1 JM Trans „� )Nae Type Oty Ply 79 Maynar Rd.NOMamMon.MA 18051338B 701 2c. e )20d S'peaal Girdw 1 1 JdO RMebKe(op9]neB LFV,UfP flan 924$Fal,It Alepere IIJ5 Fit,11 In MIT.I.WOMp arc NM Mb 29 10'.51:19 papeI ID.BBNMY2CWJpMMGhwgMiBneTeafiIOCMM9}149pPhnlTlo3Fa4B/y.4�bJhExBp9V 2w z 3Ha 99dij nl°a .x1m III Yq e or 0s a » "T hm 9 as a r4 4 as a as us xSs l us m 1.1. w puts." ." prlwmuwe 1 M Me 1l eat 1a." Hew � am ab ( t 1 t ( ( �m� esm�cmTTsaaTrma� su.=xa4 Plat pfeeb(%,Y):B 041-0.06-01.[1Oosu.w-61.11xo4o,o-sa7.luo-u.9w6[1a:a5�.azal Loadl�lp (pss Spseirq 260 C81 OEFL In Doc) Wee Up PLATES GRIP TOLL 35.0 Plato Geq DOL 1.15 TC 1.00 Varl -0H 1&16 "IS 240 Ali 1WHH (RWS.-350) LumDer-DOIL 1.15 BC O.aB Vent -0.96 1&18 >612 180 MT18H5 1977144 TCDL 15.0 Rep Stmss lncr NO INS 097 Hora(CT) 0.09 11 n2 Na SCLL 00' Dodo IRCNI!irTP@014 Mabix-MS Bi 10.0 wMeht 07 ID FT=20% LUMBER // BRACING TOPCHORD 26 SPF No.2'EaceM'IYT1:26 SPP 21 OOP 1.8E TOPCHORD Structural wOM sheathing direree,appiad or 1-11-15 oe purlie, BOTCHORD 26 SPF 2100F 1 BE'Exai 1132x6 SV 2400F 2.0E exapl NESS LN SPF NO3'ExreM•Wl:L4 By' 2100F 1.11E 266 oc purlins(2-Ob max.):7.9 OTHERS 2x4 SPF No -- BOTCHORD RiBidailingdimceyapNWorlOU mbmcing. Eawpt SLIDERLe1t2x4SPFNo2-266,RMM2x4SPFNvR-a26 86-7oc Dmcing:14-18. REACTBNIS (Idsize) 2s234daS41,(mirt0. 10).114847N ,(mirt0.43) NRBS 1 Repay at midt Max Hers, 2.138(LC 12) MRex hanmmeade Met SbMlare s and meuiletl ass Dmbang De MaUMM 24 x 10(LC 12),11=900(LC 13) irotalbd dump Wss eraceon,a a¢aftla wiM SIabIIMer Max Gray 2,2840(LC 1),11=5W 1(LC 33) InabllaWn guide. FORCES (IC)-Max Comp.R.lax Tan.-Ala bras 250(IJ or lees exaMany.Mpwn. TOP CHORD 2-3=18011IMg 22•M!0/235i 4- 42=37,L 4101909,528• IW13.28-29-3991914,629=395]/)28. &30.852744563,5 1-854&1517,741, VlW9,7-32=P8&1354BJ2-771li 3%.&33�251I14B1, &33.624911482.&10=]291)1319.10.34•-2S115X,H-35=28751518.11-35=28091519 BOTCHORD 2-18•-56241]92,1&b•-3>L3412,3&3T,JT213412,17-3]=3)213412.1&1J=37V3412,1518=1281182)5, 14-15,-1282/8281,14ae=99182T6,3&39.418182]8.1139=9918276.1340-986/5914.4041=91125914, 1141.41116)5914 MES 7-184353226,4-09=.HOQ81,&18=1141101,&16e,11302270,&16=109N10 81 14-9611491,I,14"d9?251, 9-13=398/1025,10-13=186,1118 NOTES 1) Nnd:ABLE7-10:Vdk117mph(SHacar pus9 Vestl=92mph:)COL=50pddKDL�.Oat.h•24RCaL II;EIq C;Embaetl;MWFRS(amW°pe)sxbmr mne act CL Exbnor(2)-226 b Wl-Inbiwr(1)1-2-0b 9-&0,Exeadpr(t)980 to 162-4 actions(1)1&2b n 24+0.Exlbnl(2)orp D b 30.10.2,lnbmr(1)30.10.2 b 32-&2. ECLIL ASC 32413 to-35.0,aone sea for memDem and Iola,8 MW=RB Exd,CponB Mown:Lumber DOL=160 Mab BOp DOL=1 BO 3) )CLL'.ASCE7-10',duateh0psi(IM1 civ,,ia).Camgory II;Exp C;PRIWIy Ero.:Ck1.10 3) Unbalanced Individuate have Leen dl�+e+kl.i•r tlus deapn. 4) Thb ead shaWndeegnad MOleabrd�.,".mdaivOladd16.0 phi x2008mufiatmdbadd35.0 PMoeowdbrysnvHamNmmlwiM Otllerlm nada. 5) Pmvklesam MT20 Oates topmnntwat°r pons 8) Th Meba er°Meen Malesunless°100 par indicate. ch 8) This '. has been mignMd forsy parWhom20 Ophd M bollovea ,rdan Jet wMany oat J, lordsWV S) any othrusa Mae Deen ri BCDLl-10 Ore 1pa0 d200pata Me badomuxd in allamas whemamcMngle l0&00lYl Dy 2-00.00 wade MI and any°qer meourbal wiin BCDL=180ps1. ,"S,. l 91 Provide ha ill rgnnxti n(by oNem)dtN toha pplab spat. f 1h Mndinp 41010 uplM aryo nt2 entl 90010 uMR[et x0. 10) Thisbu e d ignedin aanNana wilh Me20151nte International Resident. ICM medicine R50211.t and R90210.2 end rei it NBI?PI1 11) Gmth"Whin isprionsplation does not deduct the aboy,or Me orentamunI Me pi alolg Me t°p en0l°r D°e°m Move Z. µJ 12) U.USP HUS29(VMM 22-IW reit iM°GiN.6&150 male ato Trva)r'eyuivalenl at 25-114 M1°m Me left and b come lWse(e to d: Ddbm Mor 13) Use USP JLM(Vv1M 61 loris Into Gir6r8410tl x 1-In nails into Tmu)ores,ev]Ientsaced at206 a maxsbdineat27-11 in 1"M b no iNls(ee)HIS O My 2x4 SPF),H17(1 My 2x4 SPF),HIS(1 ply 2r9 8PF)io Dad Ma d Mtlom chis. 21 tq Fill all nag Was wham hai is in send wad lumber. 15) In eIe LOAD CASE(S)sedon.bads applied b May lett of lad blw am r dbd as 9wd(F)«haves(8). aST LOADCASES) Slendand Sy'eJNAt 05/29/2019 Dbronad on pees 2 ._=.T JaE T. TNY Ty9e Mty 1 T9 MrynarO Bd.NaMem9M,MA 19051838B T04 I:turf Sp clal Girder 1 1 Jm a::.(dodoiu0 UFP.UFP qu[9N$M 11 A19 Po[82e 8FpI1 MgwM IM.ebM,IM VAlMry A105110 Ppk2 IU�gMYZCNJYJMN'%imryM:BIpa01W0cMPi1&Iµ5�9P5m6]w0FeR9yrPg0�IZEeBppV 1) Oa9drS dsOelenwd)'LumOarinneW�t 15,%eb lncreaN=1.15 ueawtr Lwde nnm) Vert.1.6=-100.6]=-100.)-9=T00.412=100.1&33=10 Gonwntrebtl Lwde Vert 38=2=2 002(B).39=339(B),b=3IT(B),x1409(B) .1N lHOF M114,.4A � t Rt\ JUAN J. E T "Pn SIRUTflUCI Ur 21 IBT P O SSiiJNri�A� 05 019 hG Trve+ ^�M T" . Oly Ply ]B Maynenl RJ_NOMamplo .Mq 18:516368 T:5 IROO1 bpe01a1 1 1 Joe Relerenm(optbnap UFP.UFP fi INS Fb112018PY1B SFOIIMIOMT"lm ftl iM~MWnlQ51'.11 Ppa:t IO:owmm�rvsawMtPx!'eucmlwnmoSowl9y.MLts1]rwLF2RNpW rclHglgrepau ad 11 so ( ealo I m¢ nau bslx xeae ( b.na l dam( �Iala�--I.Sx � cls+xm+xx�-Yn.te-�-xxrTr-rr) r ea aw Y1 a e 9 as as M L 1. � 1 N as do le 11 1} Y LI ]! Y MI3116M0 YO ( rim ( >J9 �- ¢rte1lunTmTera � Spee=Dau Plepe Careers DL n:[1:od-0.Edgel.R'.o-1a.D3-tzl.[,o:osm.oa,l.[14: a . -1d) Lotll" (pay, Spapin8 2-0-0 CSI DEFL Or (bo VOM W PLATES GRIP TCLL 359 Plab GrIDDOL 1.15 TC 0.08 Varl(LL) d.33 1418 >999 NO MT20 1871188 (Raul S.=35.0) Lomas" om s"DOL Dts BC 0.80 Va1pCT) 4.55 1418 •785 180 MT20HS 1881100 TCOL 150 Rep Btlesalndr YEti VrH 0.88 Xars(CT) 0.15 10 Na Na BOLL 0.0• Cade IRC20158PI20e MMN-MS SCDL too MbphL 170 lb FT::M LUMBER B CING TOPCHORD 2o5SPFNa2 TOPCHORD $wole2lwmd aneaditM tllreotly epplm or 2-10.2mpWlna. BOTCHORD WSPF Not•ExcepP Bl'.IW BPF 21u.. .BE e¢epl MRS WSPF Not 2-0.0 ad WOins(S7-2 mars.).S], SLIDER Len 219 SPF Not-2dd,Right 218 Si No 2-2-0d BOTCHORD Pand calmor director - dm bromine REACTNN88 OMMxe) 1.2030.938,(mb.013).10.-2ZBIN5-0.(con.W-o) MTek recwnmem+8at Stablud rs and reOumed cma+Orearq Be shorthand: l•-155(LC 17J instMed during Wu ereFdon,In acwMan[e wit Sbbiladr Mev UpIR 1•-239(LC 12y 10 -813(LC 13) Ineblletlon guide. M+s Grey 1.20M(LC 1),10-2535(LC 33) FORCES (b)-Mac Comp./Mex Ten.-Al toms 250(lb)or labor border,when shown, TOPCI-ORD 1-2=810882-25•-325],558,2528= IM572.3-26=30801575,3-27=z9881571.P-20=288 n, 1; 28=2807/588. a- W011813M , , R]B ] e-02•3 ]8528,53340189-31113817,fri 458 ;11 0. 1=77M928,T-31=2]181528.]d2•-30881539, BOTCHORD t-1rlso-3 ]8,18-35•-201R333,35d8•-2018333.15:9=20112333.1415=X11Q333,13-18>♦20M83, 12-13•-8288883,10.12--3318806 miss &IIIc 5]1838410=13My1],0.18= 10123",5141=2210/485.514=E01528,6d2--1139 08,]-02•-]51833. Ss12--81856 NOTES 1) Mbd_ASCE]-10:VJ--11]mph(3eam ")VaW 2no;TCDL'SOW..SCDL•S.OW.hi Cat II.EWC:EMloam:MNFR$(emtlope)etlNbr abneem CC EMNbr(2)0-0Ob5412.Inlnbr(113 -12bP50.EMvbrD9Alb 19-2.8.Imerand 1118-2-0bItid,Etlnbr(2)YliLb2&td,InMv(1)2P1-0b32-h2, EM'ror8132-0.2b 9SS0p-n-e;: ."a-�::t.u>.-eM 11; 8MWS RS Ix Clooll aMxn:LumMr00L=1 BO pMb:rip OOL=190 3) TCLL'.ASCE 7-10:PI.95.0 palgMl r M'il' ' "`:.cry II;Esp C:Pa.any LFy.;DP1.10 3) UnbMancetl enY latla have been cone].' .:Ini*OeMgn. 8) Tnie Web nee been Oevignm brpmbr olmenxlm latld10.0 penw 2801imn0M roN bad of 35.0 pM on ovemalMa nonmmurtent wid oderlba lams. 5) AIA...MT tlreinapebpreyeniw,l it d e) Nl plebe are MT20 plates unbx mlarwxinOxaba. ]) ]nieWunaas been dagnm Ma t00 peal Of N NpClMbWlxno ^M ialwitany ate a torte. B) •mOwddnadlra with BCDIL= 0Oph rod Tza optlmnle mhan tt.lE in MlaMswnemalXMlgle 3d598iW by 2M00 wbe WiIMCOWYn Iblbm fllptl am any odermemmla,with BDon(cooper. V 9) Prorbe mecnenlcal mnnec5andancrers)of wee b daysOngPeb odi otwidetenens 5016 uplin d 8802 am 3]316 upIiR+iloiW 10 /, � 10) Thistrued is tlxipnm In mcprtlanm wit de 2015 the sizem+5ono Reeitlen f Cme xtl ton 85021 11 and 8002.102 and relarencm ab �'4S-„� 11) Graphical puffin repreunb5on does net tlepiIXde sizemde orientation fte Wriin+long to by enNor bottom GwN. LOAD CASE(8) Standard JU 3. 6 ALES U, RA N' $TR CT OF 1 IS S.S1ilNALE / 05!29/2019 JobTrvu Typo OLY Ply 11)Maynard Rd.NoMemplm,MA 190515388 TOB R99f Special 1 1 Job Reaper.(.phonal) UFP,UFP Ron 024S His 112119 Fent 02W6 F.112019 MTtltlNbblY.IM..Mb39105111 pass 1 ID'%gil or NIDLWnial'II woraphiG p 18yJNEty)l�Tun31fC/q]Bp2J 1 tae 1 IM13 I Al2 1 =11 1 ]Q1] 1 I 1 �rzaTSpr -TaaTrwTa4Tcl2aeT%sib aw a ) t _ wasa Ye z xn s b e a e _ A -.t,a .../. ,�eVV//�. s as )1 T d u W 1or as b y 1. as 11 1. Y M Yrtle 410 tl Yla•b Y10 ]O as 1 eab 1!ma 1 #toe ( vV 1 --�- I.la-� rcta � sue-las PW Ottawas(K Y):11081.0.06y[9'.0614.Edpe1 L0MIn0 (peg Bpeollp 280 CBI DEFL in (lac) Ikea Ud PLATES GRIP ]CLL 35.0 PIBb Gdp DOL 1.15 TC O.BB VaroLL) -0.24 12-U >909 210 MT20 181I1H (Roof Snaw=35.0) Lum01r DOL 1.15 BC O.B3 V18CT) 449 1612 >905 100 MT20HS 111)]100 TCDL 16.0Rep Slue lrcf YES VyB 0]3 Boli 0.14 9 Ne Ne BOLL 00' 1 IH0201Si'lls, • M84'u-MS BCDL 10.0 Wasi 169 lb FT=201 LUMBER _ BRACING TOPCHORD 2x0 SPF 110.2 TOPCHORD SeuoNnl wood testing directly applied 0r2-612 ac purine, BOT CHORD 20 SPF 2100F 1 SE'Exa W 81:24 SPF Nu: exroyt MBS wSPF N0.2 280acpunips(}100.2mxx.)'45. SLIDER RGM2x5SPFN02-2$-0 BOTCHORD Rgid mliry directly BplNiedu t0-a0¢prelillp, Evzpt REACTIONS pbhim) 1=201)51 Meicanlul.(min.i9=209145$(min.0.2-11) 2-2-0 ac Mang 1-14, Me%H. %130(LC 12) WEBS 1 Row at di 4-12 Max UPIM 1-252(LC 12),8=-320(LC 13) IM Tek maomM menda et Stabilizers and repaired cross bracing be Max Door 1.2095(LC 1),911(LC 32) hueLm d dit ea'moon,in 3mprdanae wib Slabll'aer blletlon Ouitle. FORCES (lb)-Max.Comp.Max Ten.-All load.250(1)or less;expi what show TOPCHORD 1-2Y-305i 2-23�3727I057,2-21=-3538883,2425=4475/I07.}25=33209]0 ii4$596/1H,43e=322&547, 26-V0..3X2986]5-2].323081],5-28-2116 1 2629=-2)12/5)1,629=-21128]1,630=SOILSM, 30- _3 ]JL-31p01562.1-32=-3355821,8-32=-373813,69=45583 BOT CHORD 1-f4=33&3331.11-3U OW520,1353.-WW2520,1}31a-30912520,1231=3098520,1235=1513116, 1 f36=�sanna 1a1r..I6sn75,o-1wl0Tnw9 wEBs au.-etlrzal.}u-2lattel.}12--3ssa153,1-12-1es1nw.str-teorJ11.s1o=eslnss.arw-Otle31. T-toi.1e512n aTEs 1) NAM:ASCE 1-10:VIM=111mp1(Suw3-6-,=>••-1ii�i*elBS El T r(2)1 O3-1 BCDL 12,], d.r(1)1 II;Eq]C;Enclo2.13, ;MW1=RS(-2.13 W )axb1.1 oW and GC EMdar(2)0-012 b 3811 InbOor(i)34-i �10.}13,EMador(2j t0.3-1310 18-1-12,Imedor(1)151.12 b 214!-03,E%Ndor(2)21-24310 26911.Inbibr(1)25-2-11 b 31-5-e Fxbdar(2)J1-5-913 Ad mod show) m„-:When and arras nMWFRSbrreb;5one Moxn:Lumber OOL=1!0 qeb pdp DOL=1.60 2) TOLL ASCE now loads a Psi sen mai Hntw),Cabinda. i'Up C;Pertivi'y Elip.l Cr1.10 3) UnbWncM snow adeduate dradsneva pronrdwi painting.hduyn. 5) Pmutles amMT20 plaagebprtwmoo.indiaad 5) All This how arebeen plebsunlesso100 ad Indican cl 6) TM1Ia Wsa M1ea been tlesgned rota lDll pef bpibm aipb liue lcad nonmr:umm wib any otlter lira bele. 1) end ' Hiefees M1eabeendesbnetl tar011ro laetl o120.Opslan be b0ibm m'b In allareas wlereaecbnple 3-0B-0p bll by 2-00.00 wide 0911 anfrto members,graphs)for ti, BCDL=10.Opef .l 9) ProvThis loscM1ani,nedonxtimlm,Nehths,trussb[emfi9 dabaddi Ofwi �WldiNshapas 2522111 aRW2102.w bu(A11 a[" 10) Tmsnussisdesgnedm Wbond nwld.p2015wb tet R:>mwn CWe sttAare 8502111 and RW2.1028M lelxentxd ly AN5iiiQ tt) Grapniral pudin repreunblOndroHnpi tlega lire euaa Me arimbEpn fNe pudin along Me lOpeM/or CaLLpn dgrd. V NAlFi U1 II"," LCAD CASE(9) Standard STFiUCi UI 1 21 c IST N C 05/29/2019 Jab Tree Trues That, Ory PN 79 OMYnaN Rtl.NWINNnpbn,elA 19(1516338 TOT R00(Special 1 1 ,be Rdeennw(ppeaw0 UFR UFP Par,a24S Fee 11'!019"9340 S Fed 11 ableMirex lnumw.Inc.Nee Mb 2910 MAI P" I 1640 WbRGIINWEJ_0%D/6yL3z&Ynd2pS0�NtBy.ME10NIc1eIF2nNpuTMpHPCYJ I I fh1P I L try ) rasT �ui �7T �T9anTsmTaal a - - 3 w as Sri. se - e ° IS15 1. I'a + - r 1 es ae epi r 1. m thecal. 4naNa+z I I I I L L ) r¢>; �IaT �ese�uaTrsl2� Bwb=t%s Pleu ONeeb(%,Y):(2:0-2-14,0-2-0].[3 0-",Edp] (4:0.40,0.4[ Loe5lllg (w0 SDaeln2 2-M CBI DEFL n (Ica) Ildefl Ud Puns GRIP TCLL 35.0 Fbte GIiD OOL 1.15 TO 080 Ve'a") 12-14 "99 240 MT20 t 711" (Rode Sow=35-0) Wolper DOL 1?5 EC 088 VrgCT) -041 12-14 x999 180 MT18HS 197/1" TOOL 16.0 Rod Sera Inv YES m 0]] Hurl 017 9 N• We MT20HS 146x109 BCLL 0.0' G_Ne IRC21115?PI20-4 snider S SCOL 10.0 Wegm'.1D Ib FT=20% LUMBER BRACING TOPCHORD 2%SSPFNo2'E%wpY T3:2%8SPF2100Fi1dE TOP CHORD $m+Lmnl smalsheath'ng directly applies or S3-2 w purine, BOT CHORD 2a4 SPF No 2 accept and veriiwb,and 2-0-0w purine(45-0 deal 45,74 MRS 2x4 SPF Not BOTCMORD Rgid wiling directly appied a2-24 ob bleprG. REACTIONS (dYrts7 1.21101 MepMleFel.(Mn.0.561.8=2109/MerAaniul.(min. VVE" 1 R.e head"i 2-14 Were reccentral that Stals izen•M mounted crass brablq G Ma%HaC1=tel (LC 12) installed duNp mss Smithson,in aanme.wAh Stabile r Made Mupla 1=-253(IG 12).9 24(LC 13) Inetellatian nele. Me%Gru 1=2110(LC 1),97212(LC 9I) FORCES (b)-Ma%.Carp./Mae.The.-All bows 250 pb)or leu a%uept em.ehwn. TOP CHORD 1-20•-38821800,2-20-37411817,2-21-12411,140.}21.1021155 31=810/188.4.22-2]39/585,22-23=2]3W585, 212"-21391565 2425-V=585.525=2"W565,520=28131563.252]=29691547.B-27=30321541, 628=358&5415.]-28=3582/548 BOT CHORD 1-15=51213347,145:514(°343,13-14.3472509,1128•-367RI30O 12-n8 726041,1112�SM1]6. 10-11.1212]0],010=A 14!707 WEBS 2-15.0274,2-14=-eeW6],414•&471.5-14=28Lb8 S124L101,512�JSBl15i.]-11=1x1573.]A=333515111. 216259&424 NOTES 1) Wind:ASCE7.1OIVult•117mgh T3br 99wr1VSW-92mph:TCDLn-s OpdKDL=S.OWh•24R,CaLII;E*C;EnW :MMRS(enMdpge%mrbr=msMC-C Ex%rm(2)09-12 b 17-3 Inmdr(1)Sid-,"I 5,,E%he+ior(2)10.15 b 14-12 Iotas(1)141-1210 102-5,EmriOr(2)1&2-5 b 2&33,Inbror(1)2&13 b 3}101, Emnor(2)33-101 b 352-8 wne;CL tar mam�r.und bmr E~RS tar mesons shwnl Lumber DOL=1.80 pategrip DOL=1.60 2) TCLL.ASCE 7-10:F1=35 0 pef(flat mdf sn"774Mory III Ery C.Panc,lly E%>,:CM.10 3) Unbelence0 soca Iwda have peen wnvdred k�rve M4pn. 4) Pmy end umdMin%empmventw Wrpondin0. - 5) NI baba am MT20 geba unless ornament indicated. 61 This aas Na been designed for a 10.0 par Whom chord live ball mmordiunnt wM any Whet live Iwda. ]) -Tiss doss has been designed for a live bad of 20.Owf on Me balmm ch N In all ams where a+sola+,le3-06-00 fall by 2-00.00 Ws yell SlpMwen the M chord and any miner members,wire BCDL=10.time 6) Reform gi ierts)ror lmu b Miss wnnec0ons. �e1 9) Pmids meManiwl connection(by When)W alae to bearing pale weal,a M withstanding 253 to lien N Jain t and 32414 uplM at)die 9. /�- 10) This imsslsdeaipnedln aabord.mcd wide the 20151ntema90nal Resident zl Code sections RW2.11.1 end R802.102 and Maro+wW eta it) Grephiwl purim representation does nor depict the Size Or the oremabon M led purin along the by Sooner bosam tlw+d. $� LOADCASES) Standard T A/AN J i 1 �. &ES-Ul RA N� STPUCTU 1 IST $$a1NN. AAc 0529/2019 JobTrvM TNM Type Oty Ply 79 Maynard Rd.Northampton,MA 190516388 TOB Roof Special 1 1 Job Relerenm(Optioned) III XP au[aM 5 Fra 112019 LTM.02109 F.I I ayli 1 rX 1.Ie,NNU"291051:11 stages 10M lM�Ve@p9 leyJ1E1917CJaIFl WICLPCA11xe®U 1 Jill ( YE mint L case l veal I �rsn �a-1s �saa-�--rsrr�- Sm-�� I W W ° = s yi 11 b a a Al Us1 d h aA W n d A 14 13 � � I 9 I B rx 10 W m ae W W xrlsssesG k9memo Mnewsrz I lib I lits I AIDa L iVlpq I ]SH I � lalaTyaa -Tus�la3Tr3E-� 9r�1ex 1856 Fmb Oeasb(X Y):I1:Elpe,00-lA Ir:0+12,WeA 111:0.18,61-eJ LoaMnp (peR Epawinp 2LC CEI OEFL in (bc7 Well UE PLATER GRIP TCLL 35.0 PIMA Grip GOL L15 TC 0.75 Vary LL) -0.22 10.15 X999 210 MT20 1971111 (Roof S. 35.0) Lumlwr DOL 115 BC 0.57 VergCIT 437 10.15 >999 180 1110H5 1971111 TOOL 150 Fp Sheetre YES VE1 099 Horz(CT) 0.17 9 M Me MT20HS 1=08 BCLL 0.0• Cada - IRC2015TPI2One Mebix-MS BCDL. Ioc Might 174 lb FT=27% LUMBER BRACING TOPCHORD WSPF Not TOPCHORD Structural wood sheathing directly apoled or 2.54 ax count. NOT CHORD 2x1 SPF 210OF 1.8E exwpt end vMSwls,antl 2.0.0 cc puma(4145 cars.):0.4 74, WEBS LII SPF No 2 BOT CHORD I piling directly opo ed or l OU O cc brace,. RUCTI01 Mxain) 141 tin Mechanical.(rein.0.laA S•x10&Mebbni Unin. MISS t Raw at andat -11 4-1 - 614) MTak racommendl Net SteNbers eM medical awe bradnp M Max Hmix 1.26(LC 112 Managed during Wu erection.in accordance with Stabil r Max ' as (LC 12),8•-282(LC 1J) Installation guide. Max Grev 1.2797(LC 32).9-240(LC 32) FORCES (Ib)-Max Camp RBax.Tan.-All roan 250(to)or less evoi ween ehpwn. TOPCHORD 1-20=-5015597,M21•-IB29I598,2-21=15981818 241=3583hi}22-3305533,22-23=32821535. 2121•-3271539,421V1ee1549.45=28901510.525=-31e51551.25-0ti 111511. 8-274167/552. 27-297187538.7-284287533.8A=289753 BOTCHORD 145-51111319.te-15•'-543N319,1}11•- IQS!17,13-29V 142937,1249=3114837,11-12--4513852. 10-11-5085759.9-t0•-5085759 WEBS 2454001.2-14=-1552/311,0-16=8128Q 1-12•-383Ye57,5-12•-7MI8,&12=103&237,&11=97300.7.943921802 NOTES t) N .ASCE 7-10;VuI 117mDR(9iSYdlepuM)Vasd•92mp6;TCDL=2.OpM:BCDL-S W.h=2M Ca II;EIV C:ErcJduI:~RS(whop alrteciw aM C-C EVYmv(2)0o-12 m s7a.lmnpib l;i 3-T-3M1185.EWIbfl211t2.s mte-S3.Inlbkx(1)2a3J m 31-1oa.E%Mgr(2)31-1od a 31x2 zore:CC M memMRaM TCi.1L8ME7-I car W3SOWsbnwn:fsmiOyvx oq ,EVC. xxM•180 2) TOLL:ASCEi-tO;Pf=35.0 pef(eet mol enowl:'-etapory ll;Exp C:Pam=Yy Exp.:Ch1.10 3) UnpalacloW snow loads oars beenpMemarsa roiMS'^lion. 1) Phase am tle tlreinpemprevpldwarer indicated 5) Alls Mase a MT20een pacesunlesshe 0100 oxa loth®led. 8) Thi'nis aMsbe ndeignndfr alivel bruttorn OQpsfo Ne lwdn ,Wrmenlwlh any Mer live Ideas 7) •n,iebusslbe Leen do BCD1.l=100c lwtl M20.OpsI Dn Ne poaorn M,rd in all empawM2ameclamgla 3-0600 tall by 2-0603 yile willMbbWen Ne btllbm Mord aM ane order nwmbeb,wM BOOL=ID Opel e) RebrmgiMani lwnemlmsscWhem)Ws. 9) This is designed In ac5onance Wers)M 2015 toercati,(l Residential CasehetacMthg 3821b IAIMM Rai 265 lberenclpim 1. 10) Tme 20al is designed In e¢on does with the 201e give a or the Reeidaneei Me c ri a loon Rhe i a and Rai M antl Maranced etaM 11) GbplliwlpWin representation does not depict Ne 500 ar61e erienbEon^f Na Dudln along the cap enNor Mttom MOM, LOAD CASE(S) Standard M\ UAN J. � ES.UI ITA ST 1U 1 , IS P l SaJal'-•,�C 05/29/2019 n i �t Jab Trade Truu Type Ory I Ply 79 Narrow Re.Nomampbn.MA 190516388 T09 R00(Spedal Girder 1 1 Job Raft.(optionY) JFP.Jo Pan 8245 Fad 112019 Pass 62405 Feb 112,19 M?ulrahzeaglnC.WM Mq 2.105112 pal 16WkMUG9Na'+BUpCq%ObFAxBn]ASEEyRIWryORVFA[Oxq)FAVMr2MDJfGTM1im29zLSyT X Ri �m1 �na 9 4a�I as es �xraTurzs r-'ase I eT�TTa-f ay,e As If ,s M Sl � Qse 1. 1141 S re Isor 1. se kIa e„ 1e.,rv® w,. smN=>nJ Plan omen(X,Y):N:0-2-0.0-2-50 I+d Edpi[8Zo-4-B.EdBa61)'.a3-B.o- '.O5-0.Oi01.19044,l 1109+1.0.216 11: 09¢0.38, 14:0.w.0+12].It6abtz.0l Lead (Pd) Bpadrp 2419 CIN DEFL is (kc) Wall tad PLATES GRIP TCLL 35.0 Pleb Grp OOL 1P5 TC 0.88 VerdLL) -0.50 1St] >9.. 240 Mi 197/1M (Rod Sme tul Lumbo?OL 1.15 BC O.fl aead. ) -0.80 161) 1591 No hall 197/141 TCM 15.0 Rap Sbass r0- NO N.9 0.51 Hors(CT) 615 11 nor MB 11120HS 1411108 BCLI- 60' Code 4RC2015y1PI201c Metria-MS BCDL 100 Wai 237 Is "-W% LUMBER BRACING TOP CHORD 24 SPF i'Escal T4:2x6 SPF 21MF 1.BE TOP CHORD Small wood."Whin9 directly applied 012-1-1 a puller. BOTCHORD 2W WF2100�18E xwp WEBS 2WSPFN02'EzaePPW9:2x1SPF210OF 1BE 240 w pudins(2012 max,:58.8-9. SUDER ROM 2aB SP No.1-24] BOTCHORD ROid offer,cirel appi or 9-7J a:Mason, REACTIONS (IMaize) 1:r thMadwol,(min.Otd),1 taO]Yai(re,0.]-1) WEBS 1R - I] Max H. 1=1]9(LC 17) Mii...ads Met Snbyaen ad mail crow bncinB be Mex ul 1=334(LC 12),11-733(LC 13) in.1 W during trues mecddn.In ecwManw wad Snd'wr Max Grey 1=3401(LC 36),11=5558(LC 35) nenlladdn guide. FORCES (IE)-Max.Con,N.Ten.-Nl Bane 250(1b)or leu unpt wMn,hwn. TOPCHORD 1-2]=-8700]y9,V-28=-880N01.?x8=-0518797.2-294088/)39.2950=-5904048,130=5902/]51, 131=-4825,B51.IJ1=HS&859.4dW01/8]2.584108985.BdY�120B)2.J2dJ=4595BSf,]-9]•1841AB51, ]-34=1018]/1405.3455=10385/1381.8516--tOSM/13r19,B8r1=8201/1128,SSB=-82r11I112B,9-10.8182/1128, 10-n=3mas15 BOT CHORD 1-19-�IBISB09,143)452.49]>,3748•-452I49P,1858• 52/19]],1,13-145791P 2]-34589/584,. 3910=-589/5843,1W46F-95&5813.1518=-1035/8422 11-15=]95/58]4.t3-14=]B1Id6B2,1911=]921¢8&, f 1161-]B2?d0e WEBS e-18=9133R05,11!agy 1]•15)/158,8-P7811 1 1]=2 ,]-18BSHB]3,218aB86R 119=900829.11)11-1991 z-I5•-9240 9-15=3,181 1011=10ful152 ROTES 1) Wed:ASCE]-10:VIM11]mpa(leewad gal Vaad=T+ph;TCMS.JpF,BCDLiiiii.Opt.hi Cat II:Erp C;EMdued'.MWFRS(armalon)extemr zone and C ENemr(2)o-6s to 111-9,Interior(1)111-9m 1J 8.EMria(2)1318 to Y .Manor-(1)2x-00M 301Exnna(2)301 b41-]8=ne:C C far members and for e.8 MWTRS Bdr realm ehpwA,Lumber DOL=1.80 p4Mw prp DM=1.80 2) TOLL ASCE7-10',Phr35.Dpef(1aAmof.Wo).Can ll;Erp C;PaNa^y Exp.'.CF110 3) Unbalancedanawlda.h..bnn Wnsitleretlbrthado&Qn. 4) This truss nes bean tlugned far greater of min roof live lead d 160 pa e'2.005mea fiat and load of 35.0 pd on ourherpa noneonwmnt wad other we loads. 5) Provide,adequate drainage to prevent water wind, 6) Nl pates art MT20 plays unless alMlwiu indrated 1114, ]) This muss has been designed for a 100 psf Wtlan zi lass Ida]mMF MM With are other lad led•. 8) -The was has been Nissan.Mi a has load of 26opaf on Me boom M M in.11 areurhpearMaroe 3,600 WI by 2-0005 wide ant any other mandeas,with BCDL=1 d 0.0p . 9) WARNING:Req bea Refrained mg a a tjdrga111greater than inPN beam,sue. 10) Royer bg d d )far wu b wu nnnelo e. IAN tt) Prgvtla meU Iwnnel (by dnen)dwuto0anrp plass wyaMa dw thetem'ng 3341b upM el jpntt end]39lb uplihat' 12) Thlmu a d Bred inersomennwiNMe2015Ite aSmal RecgenlWICotles ons R502.11.1 and R80210.2 and lelelMced oda SBTbI`a h 13) GupM1iul,unite repreeenlericn odea rKt tlepiclthe strew llaonenntlpr.of"puder agirsy WBntl/drbd%mmchdN. S W' 14) UUUSPHUS26(W1N 14180 reYS Into GiNe1B&1500aila inlo Trvu�aequivelent a13S5-01Mm Me bN erM td cvnMd truaa(es)a@ 1 2x 5(t,b bine Nail come. 15) Use USP JL26(WIb 6-1W nW.,.Giraer84-1W a 1,W mile if l da)or equivalent at 370 from oro eft and to wnmtl duu(e 61 Meditated boea,maM. - - - 16) FIIl all nail Wes where hanger is In cumzxd tw9Vumde[ 05/29/2019 Continued on Page 2 JOB True Truss TYpe Dry Ply T9 EYyn.m R0.NorSlerllPsu,aM 19051838B T08 ROW Sp .I Gir*r 1 1 JaB Rabrolo foo====l VFP,VFP RW8HS FM 112010 PLS.BM S FED 11 MIS MrtM IMpp19s.Im NY1NryP I0-61 12 Pa0e.2 ID H1hA1—BW Cy%PBFAxB SEEpRHMyGRYr40 7e Yr HNQTbem2&EpT 17) In NeLWDLRSE(S)sectbn,luEa eepl=Mbtlb hu of Ne truss aro n=M esfmM(F)or WW(B). L=SD C&SE(S) staMam 1) DSN!S&.(WIMuO):Lu=Ber lncnese•1.15.Pleb loo=Sw=1.15 UnB LPSes(1") VM:18=100.58=10D eb Iw.M-10D,8-11-100.20-YY-20 DomenSSbO Lo .(b) VM:14�21M(B),41=2B2(B) ��yZNOF 4- JU ' J. � FSs-0T 114 �^ STRUGIU ' 1 SSS AALOT 05/29/2019 ��1 3M Tau Tmee Type I(My I Ply 1 79 MaynaM Rd Natllampmn,MA 180515385 T10 Roof Special 1 1 Job Reyrenm(optional) IIFP,UUP Rin:ON$ PwII2p19Rkrtfl240SFW 112018MTMIrpnlrealm Yhodebr .51:12 Past I ID�1Z%FINIhNYrtarx E9RHN1yCAYlOSy Y�YNb8m2@B®T IR1e �ertd��SlAr- �LIA �LI�A� iA� 1] F'SI]� I is was as as 3 n .. .rma.m as .w .rm.wa m .11 na.e yIy=L7a PMb Oilseeds(X.YY I1:EU8e,0 51.I7:524,Oi41.[8:039,52-121 LOW (Pel) Splrclrrq 249 C81 OEFL In text) IMeM W PLATES GRIP TCLL 358 PAb Gnp OOL 1.'5 TC 0.5B VMyLL) .0.39 1415 �9S9 240 11 1W/141 (Root Sraia 35.0) Lumen DOl. 1.15 Sc 093 Vail -0.A 10.15 � 9 180 MT20HS 143/108 TCDL 15.0 R4DSba11P- YES M 0.90 Horz(DT) 0.19 10 Na Na BOLL 0.0' COM IRCMIS( IID1� .Mata-NS SCDL 100 V4bpM:IV to FT=2096 LUMBER BRACING TOPCHORD 29 SPF No2'Ex,sio'T5:24 SPF 210OF 1.SE TOPCHORD Str uml wOM sheathing dialects appietl or 24-14 xpunins, SOTCHORD 2x1 SPF 21%F1 SE Oval( NEBS 2x1 SPF No.2 200 m purliOs(2-114 max):7-8. SLIDER RIMMSPFNo.2-280 BOTCHORD R9M pe81np directly sppietl or 10-00 m Iwamoto, RFACTICNS(IWsae) IeQ358r Metluniwl,(min.0.14),10w2587u L(,re, 0314) WEBS 1 Mex Hai, 1=187(LC 17) MiTek rommmanEs MM Sbbluers and roro 0usetl class bon0 M Max Uqm 1-305(LC 12),10-4N(LC 13) ineMlb dwnn9lmssemCon.Ina WanMwiMShNIizM My Gm 1=2358(LC 1),10.3033(LC 33) Insblla0on guide. FORCES (Ib)-Max.Comp Max Ten.-M fares 25D(11b)or lees ei when NOm_ TOPCHORD 1-28=-4440993,2-28=-128&7%,2 we%29S1.327=475&855.3 3005I577,44�28825%.528 .2%2800, 2529=-28861587.5294299&580,&30.42831915,740 5585931,N1=�%1815.841=4%31815.&32-3875543, 32-33=-1038933,434-Mon 20,&10=427/195 BOT CHORD W3 -3D38811T4hd3 MonN4, 86644,182-13- 83144,15-15-307M44,8M481548-358%!5)8, 3531=3589578,1437=564 13 781}21310, 91= 12-13=385/3484151-1-3839485 WEB$ 2-17=-532828,317=-0Y58I,3-15-12121310,515=3<32055,515=-178127],51443512196,7-0442914/535, 514=2B2/1870 MOTE8 1) NAM:ASCE 7-10;VUN=11]mW(}aemno y:`?VatlRTngk TCDL=S 0ps1:BCDL=5 I1pY,iwNR COAL It.Em Q Entloeatl:MWFRS(amNOPo)eaervrzme and C-C ExWkr(2154t2 m4A1.IMeMr11)40-1mt,; ExYrla(Q 148.m21-11-1,IMena(1121-11-1m281-7,Extrexr(D0i-=l7m35}1,mmlvr(t)3931 m37-51. ECLLAS)374-1m 50O(IM Cla ) Ctk.,11; s6MVrFRSlarrea C",elwMrl LumherDOL=180 Pab pnp DOL=180 3) TOLL:ASCEnow lPM1350ebeen roofndened C0Mla design ExDC Per9ePy Exp.',CP1.t0 3) Unbalanced ise mEsnowloatlsnwtremm�siOminrmistlIN 4) Tbie Washesbeen pmgeWprpreabaWm iollin lMtlM16.0 palr'2.009mes Bet roollPM 435.0 pelnn overhenps mRTnnwmM with orer livelMM, 5) Pmt'iM atlequemtlroimpemprennlwaW paMin9. 8) Nl pales are Mi20 plMfls unkas otlgNge igigleU. 7) TMatussllaebeee Maprle]mra Ili pMWMm O,f lith bM ch,Wirral wiNaMhereOrabWe. 8) 'THstu k been Ms9etlro Iaalwtl W200p lm me aoMnl prm nMl roo when•recbr91e MS-DOW11 by 2-00-00 wMe wilts beMaen tlro bollan rMrtl antl any oro s) da BGDL conn M. u14y 97 RMMmorders)ro 1 mon connections. /C 11)4 10) Piste II vet=oany Mn 20 mM koneiR en 1 O M n8302.illaMRW21ntl398lbuw atilt (b 4I` 11) Graphics] M r etl'nei .1 tln 20151 bmr00nal Reatl n ICap.l,, on 8502.11.1 or RB02.102enO releren ds ?PI1 12) GropbksI WH' roDrosenmSon Mea.1 select Ne 4140 abnbMn MPeD Ain alon0 me mpaM/a botlan cboN. LOAD CME(S) Standard JUAN) E5Ul It-' STRUCTUT ' 1 � SSaINALi!' 05/29/2019 i t Job Trues Truss Type OlY Ply 78 MsyneN Rd.Nardbmphin,MN 190516388 T11 Root Special 1 1 Job Reesana(opans0 AFP.UFP Run&bS Fab 113019 RY[9140 S Fee 112MOMff&lrWplw lm NlEMry H 10'.51'.13 bass 16GtMOlrnpp W%aOM4MYGZRrifa0311eZ`p?YBtiWRyn&44Ca11QQ�YUMvaB9p$ was >5;tex as re be we J- 11 _. g s c 4 S e MIs we we andi say Iw: Sue=n4 Plat Olfaeb(X Y):[I Edi[rS.O .Eigxbi[10 Ofr14.Edgel Loalr, (pa0 Spaln0 2O-0 "I OEFL in (hit) Itch - PLATES GRIP TCLL 35.0 Plab Grlp DOL 1.15 TC O.BT Va(LL) -0.31 1111 X999 240 MT30 t9]/1H (RodS.=35.0) Lumbar DOL 1.15 BC 0.58 VergUT) -0.56 15-17 X852 180 MT20H5 1481108 TOOL 15.0 Rep Slnas 1. YE$ VrH 1. Hoa(CT) 0.17 10 nM1 Na MT18H5 Hi BULL 0.0• Cada IRC20151I114201 MMa14S BODL 100 Weight 19]10 F7=20% LIVER BMCINO TOPCHORD 24 SPF No 2-Excel•T3:2x6 SPF 2100E 1.5E TOPCHORD SWctunl wood Ohathing dineey applied of 2.2-0m pudina, BOT CHORD 284 SPF 2100F 1.4E exaM WEBS 2MBPFNo.2 2-0-0 eq pumas(&&4 moa.):5-]. SLIDER RghtISPFNo.2-280 BOTCHORD Right o4ig threat apparel or 10.90 oc dater,. RFACIgN3 (Mize) 1=28581M nbl,(min 0-14).10haMIl 658,(mm.0114) min 1 Rate N.00 1 5 6-16 Mao Mort 1=18](LC 17) M?ak rMnmmanda Mat Sbbilizen as rooked masbrainga Max Uphill 1=-305(LC 12),10=J96(LC 13) metalled dont,hues erOCtlan,in accordance win Stabilizer Max Chair 1=23%g-C 1),10=305](LC 33) 1raalllMain OU We. FORCES (Ib)-Maxi Comp./Max.Ton,-9l tomes 250(Plot or leu axcem when sonar. TOPCHORD 1-28w-4455899,2.28=-4301/]11,2-2740]51676. 4-28=2882/594 S28e-2871515015. 5-29¢-2&]9/592.2 N-2884574.680= 69065."1421H/] 79 1=1284T9,]a2=-3]6]938, J233•-380282].8-33=389062 8, 4121928,910- 118751 BOTCHORD 1-17-59113873,1]-34=9938923 45=d9M3233.1635=305132301518=39383233,1H5-ti'OBy259, 1114-375413r35,12-13--375a368 1612=4H9449 WEBS 2-17-51122].3.1]=001529,115=1194130].5-15=488/1884.8-15=211W412.8-14"93222,]-14w208/t4W, 8.12=-134/259 NOTES 1) Wind:ASCE 7-10;VUIK11]mph(34MwxI Bust,Veld=92rryk TCDL-R OW,:BCDLS.OW.hi Cat 11;END C:Emloaed.~RS(anvsldes)aesb,..m C-C E..(2)00-12 Ii Investor(1)461 b 14-67,ExbnY(2)1447 to 21-11-1.Interinr(1)21.11-1 to 281-7,Radial 281-7 to 3411,Inb.(1)M 'to 37-&1, Extend,(2)37A1 to 41-]-0Mme',C-C tw members and hnsas 8 anal for rations shown;Lumber DOL=1.80 Pbb grp DOL•1 W 2) TCLL:ASCE]-10;Pxxi Pat(Pat roof¢now);Category II;Ea C:Parally Ea.;CV1.10 3) Unbalanced snow,lade have been considered for this design. 4) This toss has den designed for greater of min roof live load d le.O Min or 200ma Pat roof load d 35.0 Par on Ovedbngs mn-mnwmnt with other liw loses. 5) PnvWe adequate drainage to prevent water pboding. 6) N Menta an MT20 Mares orldes dNervme indicated. ]) The boas as been designed for a 10.0 psf loeom chard live load mnmrHrem was any other live bads. B) •This tmu as been designed for a live load of 20.Opaf on the Indian chi in all ams when a regeryle 3-06-00 hill by 2-00100 water cell M between the bol0orn thud and any offer members,with BCDL=10 01 u 9) Raror MeiNe .)for au to true.Mefrob5one. 10) browns mechanlal commorion(by others)dlose to beson,Maw caps his of wants nahW 3051E up19 at joint antl 39610 uMM at pint 11) This boas is designed In arm Nance with Me 20151nbrnadonal Residanbal Code sections R502,111 and R002.102 and nteeenmd a "T 11. 12) Graphical pooh rand¢ neon dosea not dvYMe sea orthe orientation dn Me Isidro along MiaM/p bdlan= LOAD CABE(3) Standard JUAN J. V ALES UI RA mh STRUCl u 1 �SUNnLEj 05 /2019 J� I- � v Job Thigh Tu"Type I Dry I Py 79 MrynW aa.NonYlampbn,FAA 190516368 TR Roof Special 511uclurol Gable 1 1 Job Rebmnca(=1iwrs0 UFR UFP Run 8 U S FW 112010 Por:0245 FNr 11 M1e MIT&Inroves and NM all 1051:13 Peet IGnYLYlMY7wDT3d0C l� 2RnCxQJl XSM#Y (ml(}XSGYPD4NNImy W as as $ n r1 a n " �E3T1 � �IPa �TTd bob=l Yl] MMp (1c,Y). 16:}3-0Edp).1106& ,a 1.1176614Edge) Lsdlnp (DeU epgV 2-0-0 DOI DI FL in (bc) IIdef Vtl PLATES GRIP TCLL 35.0 Pleb Gnp DOL 1.15 TC 0.10 Med(LL) -0.20 19q >999 210 MT20 19711" (Roth Sraw•650) Lban r0OL 1.L SC 0.78 VsdCT) -0." 19,13 X523 180 TCDL 15.I Rep Shares 1. YE3 VrS 0.35 Hors(LT) 0.02 1) Na Na BCLL 0.I Cas IRC2015yIP12011 MabN-MS BCDL 10.0 Kbght2511b FT=20% LUMBER BRACING TOPCHORD 2x8 SPF Not TOPCHORD Southard wood sheasn9 all applied aril=during . BOTCHORD 2x4 SPF No.2 except KEBS 2x1 SPF N0.2 2-0-0 oo pul'vu(SOO max.):1510. OTHERS 2nd SPF Not BOTCHORD RigdceMdimWyapgbda60Ooobabg. Except SLIDER RgMLBSPFNo.2-160 1060 oo bating:1931.17-19. REACTIONS AN samgs 2}90.small 17aul KESS 1Rowrtmbpt 1421.1031 (ID)-Max Honb 1=186(LC 17) JOINTS 1 BMW at JEq:33.3x.35,X. Max JOR At uPR 100(lb)wbn atlourds)1,23,24,25.27,26,29,30 3735 excest 22•-135(LC 13).31=-203(LC 33),32=131(LC 12) MiTali...and.that Stabilizersand regu'ved cross beating be Max Grey AlrsMo.250(10)w leu Mpin.)1.23.30,31 except !"'tanned dun=Wss session,in acconds.win Stabilil 22=832(LC 33),21=10"(LC 33),25410(LC 19),2]•928 InWllalbn pugs. ILC 19).2BM831LC 19).29 M(LC 19).32470(LC 19) FORCES III-Max Cdon,N xTen.-Al Rubber 250OR)or less ebwpl wren shown. TOPCHORD 1-2=118,211,2-3•-8912503,1•-12&69L,45•d2A01,5,15•41/555,645= 71598,III W87,]SN5]/, 6,16 506,9,1ea0OI 5.910•N559,14-411-]01/16],06"•-]3a/155,15,19=932/150,1S=F162H 55, 1550=18]9/235.161]•881/126 BOTCHORD 27-28JB14303,26-27=081003.2526.481 03,24-25• ln03.2324=,192001,22-23�gV306,2132.192IN, 20.21=01815.1620=0515.17-19=100113" WEBS }36-M&175.3S36= M176,2635-3711178,&28•-29&U l3]=-225919,3]38.2l M7,21. -22be12, 1321=3054100.1421=1100163,1419.211598,1&19 801208,1621=095/110,9]].381/101,2&3YJ]MS 7-31=2aM&.27J 28061.2a2.37O117.11,17-26'59.12.38.111Y157,2248•-0sU165 MOTES 1) W1nd:A6CE 7-10;V W=11]mph 13aa=rid OusU VagdK2mpM1:TCDL=S.0pN;BCDL=S.Opel:III Cat ll;Esp C;EM ;MKT'RS(emN=a)a r lou aM C Fxbnw(2)0-00fo}11-12, hotel}11-12to 1111-5.Fx1eMr(2)13-1450 21-11-12.Inbrbr(1)21-11-121 2446 Exsel 21,1-61032-M,Woobr(1)32-}Oto 370.1.Exbnor(2)370-1 to 41-7O 7ou;C-C For memsrs and forces 6 MWPRS For mamions shown:bumsr DOL=1.60 pleb III DOL=1.SO 2) TmssdeNOnWbrwindbaslntheplau Nthe Wesonly. Fw studs axooud b windburned b the Fes).we Standard Industry Gable End Cal as applicable,or consult gwlirbd buMing ssgner e•MrANSI?PI 1. 3) TCLL'.ASCE]-1D:PF-35 o pN(SN roof snox):Category II;dap G:Padta9y Evp.:CP1.ID 1) UnbalercM snow be=May,been wnsidemd for thu design 5) ThisW"tmabamdesgsdlwgmahrWm,n r lry lmda(160pMm2=5meeenmplg &MOpMonow Ns 6) PmvNe residual dreirege to pmront water Ponding $� \(T\ ]) M unites are 2x1 MT20 unleotlrorwlu Nd¢Ned. 6) Gable studs specM at 2-00 oc. JUAM J 9) Ths UYta has been resigned for a lO U def bottom ditoM lW bM MpWMYMnt arch any Other live bade �l 7 IRA NI 10) •This truss hes bun despined for a live load of 20.0=F on the bodorn chard In all areas whom a rectanple 306-00 b0 by 2-0&00 wi AMM M a any other members f1I) 11) Pm mK"nicalwnne on(byothem)ah WWan=plN mpe dwostaWoWl=1buplRat MrW$)1.28,21.25.27.2• 2 ) 03 22=165.17=222. 12) Two Wu is segred in armnenca with she A15 IAWmmmel Rovers,,Bal Code reemoiu R502.11.t and RIM 10.2 and raMmud ••` 13) GraphCM venin regereena0an does hot dapctthe.or do 0nerawfil of Ne punin along dot=end/or b0lMn NpN. aFa]FF]]It 1111'1n1 05/29/2019 CosnuM an page 2 Job Tmee I cy I Ply 1 79 MeynaN RE.NaMempwm IM 1905163BB T12 Roof Special Sb duml Gable 1 1 JpEReroleObe(ppMnM) UFP.UFP Rm:6 M 6 Feb 112019 NN aMO S Fab 11 M19 Wait lW n., 1L NM MeV 2b 1051'.13 2 IbnYD%PTIOViroPAM2[kX3xa01P2RnCeN11B2%%BSW ei�mK5W5taMPD]NLJBYzapS LOAD CASE(S) SlanEaN ��ySHGF htq�\ A JUAN J. � RAIE$Ul STRUCIU 21 c 19T S 'NAL 0$/29/2019 a i �. Jeb Truss Trwe TypeGty Py 72 All Rd,Nonnempbn,MA 780518388 713 Common 1 1 Job Redere.(Ntonal VFP.UFP the BNS Fair 11 m19 Pont e24t)S Fee 11 M19 MRsk intentional,lot NN Mry 2919.5113 Pey:l benlTwrpX]M41tr11GUre�[i•.IItrLq}IRZRSBSVveTI^MVi5MMM9MW�levi�95 �rii� S'1m13 + siiar�IIrici� the a 4r1e t m 4 e b e er- a a the s y� 16 $` 10 1a 1e a em n 7 W Y M M 1Y I LI9J I IS1-0 ( ]}SH I Sae-+62 -r.rs3-�rau�-r.xR� Loading (MO Spaniel 2-0-0 GI OEFL an Goo) Ideal the PLATES GRIP TOLL 35.0 Feb Gop DOL 1.19 TC 0.29 VerRLL) -0.11 74 -1199 240 MT20 19711" Lu (Rood Snow=35.0) mber DOL 1.15 BC 0.82 Ve1RCT) -0.18 7-9 -9911 180 Senate TCDL 15.0 Rep Ste locr YES the 0.75 Hob(CT) 0.01 7 nh Na BOLL 00' Cod IHCZaEmpU014 tabu-MS SCDL 10.0 WegM'.1191b FT=20% LUMBER & cim TOPCHORD 24 SPF Not TOPCHORO Sb rales tt le dhine dire y9pq'Ied ori-F5 oc purlins. BOTCHORD 2x4 SPF Not except and naftials. MME 2x4 SPF li BOTCHORD Rigid calling aireay epgied or 8-S7 oo bretlne. REACTION$ Ilblebq 1.1R1AIb-0,(m1n.62-1).7=1317/hkoldral.(min.0.1-0) WEBS I R,at onalra S7 Mex Mwl[ 1.322(LC 12) MiTN-henh nde"a"Sol lixers end incrw ionso q be Mex UpIR 1-170(LC12L74232(LC12) Ineblb50n guide insblbd OUguNeide rr4on.in ermNena w5lr Sbblbr . FORCES (Ib)-Mex.Camp Max.ran.-All handles 250(to)or leas except when ahKen. TOPCHORD 1-15•-220 M.2-15=2086✓185,2-3=1Not 14=10 5 6118 8.a-16191,1617=9091193,5-17•-850205, 07-28 BOT CHORD 1-10•-SOL1B96,10-18=31111219.10-19=911/1219.&19-411/419.8K1 WWI.9-20=199/501,2621•-1061501, 7-21•-1C&501 WEBS 57•-11 PY155,2-10 501=1,3-10•-14016117,59=98/318,Si51112 NOTES 1) Wed:ASOE7.10:VO.117mph Ibssand Oust,Vrd•g2mpb,TCOLeq.Opal SCOL•5.Cpq:b=2411:Cat ll:Ery0:Endaad:MWPRS(eneti,e)exNriar zone and C-C ExENbr(2)0.2-12 b 6b12.InMbr(1)3-2-12 b 141 t-12,Exabr(2)1411-12 b 22-2-2 sae:C-O W mrrBen ad daces 6 MWFRSbr rewlims ahewn:Lumber DOL=I.BO qaM edp DOL01.80 2) TOLLASOE740:PI-d$On,been Nod snowJ,Cabot de FSC;PeNs::Y Ems.:Cb1.10 3) UMelercedsi.Mandeslove been 10.0 sf eMrgniiign. 4) TNlabusshes beentlagneebr a 10.0 pindotlam MON IM bednmdiordmM wNrs where live bads. 5) any o Wee ries Men ill designed!= 0op load IN 200pM On lM1e bottom MnN in all erua wM1ere a redanple 3-09-00 all by 2-00.00 wide will M beM'een qO NXOm CM1ON and any other Golan.) members,will too i=10Upq. e) Rather ode miechani al ions on(byse onrrectlans. 7) Psoaaal a dinred,innec8on(byewon)MW"m hesag pefeaeardi of Cods withstanding 170 to 02.11 11d FEW 1and 02232bug5t atpa7. 81 TMs buss u depned in aavNerce w5M1 qe 8151nMru5Dnal Resbenlal Code veMpna 850211.1 are 8802.10.2 arq rebnncad standard ANSI?PI 1. LOAD CASE(S) Standard _9y JUAN .� ALES UI Rn w' STFUC3U1 21 . $T SSUNaL-",�� 05/29/2019 a r t Jab Tmss Too Type OH I Ply 1 79 MwoaN Rd Northampton.L1A 190516388 T14 Root Spedal 1 1 Job Re/erenm(optiano) 7771 VFl,. Y1 Aaa 8245 Pabil me.aaoSFeb+12111a.'.I du&M,ov,waRlai 1051.1a Peat ID.O�f1U14'W Y11x.IXEDaBnFnIaLIYPNMC MyYpG4ry�pnf6aB'happR ( �.iT 44 ( 1 11x1 I + Wel1e s7 1 )�- .iT -c6a .te aAeTsaia� as ed 9 M eO a AW+e e d as ad to txa e+ er xl 10 ! 3 m x R e3s z a s a. 14a 1x we ar rmmle cop is" w Mrnxlealo L Iwa uas I ase I dol I Sole=11152 1 16S] -i3lx�ai0T36R� PMb OAeels OL Y):12:0.1L.EOWL(10:Ed,pa.034) LOWInp (pp Sgalnp 2-0.0 CSI DEFL In (bc) IdeA Ud, PlATEB ORP TOLL 35.0 PI.N OOp DOL 1.10 TO 0.48 VergLL7 -031 1515 s99B 240 MT20 197I1M (Roof Scow=35.0) Lumber DOL 115 SO 0.88 VeR(CT) 4.38 15+5 X940 180 MT20HS 14WIN TOOL 15 0 Rep Sbue 1. YES 10B OT➢ Ibrs(CT) 0.10 11 We No BCLL 0.0' Code IRC2015RP12014 M -MS BOOL 100 Nbybl 110th PT=NO, LUMBER BRACING TOPCHORD 2x6 SPF Not TOP CHORD SWaWnl wootl abeesinp dreary applied,or SSS oc pohne, BOTCHORD 2x4 SPF 21WF ISE'Essol 82'.2x4 SPF No.2 .0 antl wiscels,and 20-0 a potline(&S1a mw.):6-7.&9. WEBS 2x4 SPF Ni BOTCHORD Rgid,aeiliry dimon,applied,or Pt-1 oc brminp. AFALTpNB ObNixe) 2.1Bf6q58.(Mn.0321.tt=1TBB/Mecbnical.(min.0.1-0) � +R.at.00 13 1 Mu Hprrs 2.303(LC 12) Mirex..do Mal Stabi urams and rpuetl vav brxilq be Mex UIeN 2•-277(LC 12).11•-219(LC 13) installed during a dor erection,in au,cmNalo oris Stabilow Max Grw 2.2459(LC 35),11.2203(LC 35) Installation pude. FORCES (tb)-Max.Cane./M•e.Ton.-All forces 260(M)or less except when shown, TOPCHORD 2-18 3481435,1120=42]1A28,320•-42201456,121•.359]/391,4-21-3230/405.4-22-t 281=3.522•-115=5, 523=1063232,&9=-1036(145,6-7•-032285,T-0-1 NodiO.&M•-18010380.&M•-16CN.160,&9=-19V159. 2&26=1263249.1036=1459245,10-01•-949258 BOTCHORD 2-15-60913774.1&27-sll=92.2]-28.1112892.1a28.4112t192,1114x112892.1129-16711213, 12-28=16]i1213 VYESS S13=-102201.9-t Y15B11150,412•-1068110.12=-225/1849.7-13=-+281819,415=-27A95,515=-671/228 4-13•-1509291.4-7•-801 NOTES 1) Vhd:ASCE 7-10;Vdt•ll7mpb(3secontl Bust)Vud,=92mplr;TCDL=SdW,;BCDL=S O*,,Ir•24A Cel.I1;Em C;Eneo•eq MVFRS(envebee)ubrbraom aptl C-C Edmbr2)-1-2-0b1-&10RSt 11)1-3202 ,Lu EdMlI 4-4-1221&toy IIINM1a(1)1&104224512.EfMdr(2)21-&12228-10-1d,zam:GCW meUb EbrceaSMPFRSMoedlone Mown:LumberOOL•1ad,pyEp : OW=160 2) TCtl'.A.SCE]-10;Bads have t(6a coot anew):Catryoy III n. C:PerBelry Elm.:CM.10 3) ThisnUntulanWehas Won load, nave been inter m i rorfilaeedpn. 4) Tbieeuuequatenarrap to tor greater INmin rapt live loatldlfi-0 Pat a200 times fled roof load IN35.op#on oveMmps nonconcurlentwls other Met loads, 5) Provideadequate amMN0pold.aberevemweter pontlinp. 6) Allslaw am MT20 ddeaunless 100iar Wittometl. ]) Titus wsshas been tlesynetl MatO.O pat botlan Ulpd has batl mnmrulrrenlwiN aM oast live loetla. 6) 'TbisWune•Laen EesiBne]MaLvebM IN20.Opp OnlM 210077 W+tl in ell arae wllenerxtergle 3-0BUO fall by 2-00.00 wvM willMbebeen Me Mlbm tllpN antl any oxer membra•,oris BCDL= . 9) Rabrlb ON ( Wubbuu oomnm d . I- a141e4, 4. 10) Prob enlonneo ) t015IoutlnplINwOabMIbanN218lbuplsatlntH 11) This mines designed!In accordance with Me20+5 lnbalRezarlsanctions11502.11.1ntl O0.2obren[etl shat ) Graphical putln representation rood,M2tlepd the ezeorthe orienU4pr of the aOln along to by adosoundGprd I aa` LOAD LASE(8) Sfardand ti JUAN I � Sul Ha'-` SIR CIU( x I x37P .<' C SSaihaL'2• 05/29/2019 Job Tnns T.Type Ory Pry )9 Maynard Rd.NarlMmphn.IAA INS1638B T15 Roof Spacial 1 1 JM Rebrenw,aMnaq UFP.UFP 1 a 24 5 Fab 112019 Phe 82M 6 Fed 112019 MTs,liWEInn.In.VAE MW A Mot 14 Ppea IUJEf d2slpayq]i[MO'1@&%s1E W]PUIMpn�ptFPGE1yaTE V InIFMe+EB,'NR 2:Y] 8% 10SB 23] 141 e01 3a/ e 12 al- 3iO e 3 as be T1 6 e an aW as Std9 St-13 Snail Losalrlg (psi 8paeI. 2-0O CSI pEFL h (Mc) li ud PLATER GRIP TCLL 35.0 Plan Gdp GOL 1.15 TC 0,23 VelryLy -003 B X998 2/0 MT20 19]l1q (Raaf Srmw=96.0) Lumbi DOL t.t.5 BC 0.3) Verl(DT) -0.W 8-7 s999 iW TODL 15 0 Rep Seem 1. YES M 010 HorE(CT) 0.02 5 We We BOLL 0.0• Code IRC201WPI2011 Ma ms BGDL 10.0 Weigi 52 So FTzpy LUMBER BRACING TOPCHORD 2%6SPFNa.2 TOPCHORD SincWnl woof ehmthing directly appliM or&0-0mputlim. BOTCHORD 2%/SPF NOY except and vaniuls,and 2-0.0 oc pumns(&0-D mac.):1-2. WEBS 2%/SPF No.2 BOTCHORDa li cbncin . RE 11011B (Ibhiee) 5=60WMN n".(min_0.1-0).74MI 6eanimi (min. irxpnmands Nat Slabilizen end required cnm breungbe -6) MMn 9u,HWe. m encebn in Man. MStaidd.o-189(UC 127 sMIlegb Myth Mud =1 MU Li 5=158(LC 12).]4iD(LC 12) Mu Grov 5457 ILC Ml T�(LC Ml FORCES (Ib)-MB%.COmpJMas.Ten.-Atforces 250(b)or lass accept when sewn. TOPCHORD 2-3=1051IM,45-2i BOTCHORD &]=289/1301,""-1551]93 WEBS 2-7=13/1711e1 2-0=15//127,35•-861189,38=0298 NOTES 1) WM:ASCE7-10:V l'Tmph(3eacon SOVaad=B2mpI DL=S.OpM BCDL=5.0psf',hiCat,ll:Extol EncesW:McMi(envalp )eMerhrmroaM CL EN (2)01-12023T.Irserlor(1)2-S]WT-1-13.Fabder(2))-1-13W10-1-13mm:OCtermemMnaMtestadMMRSforre ns Mlwn',Lumber(ML=1.60 pleb grip DOL=1.60 2) TCLL:ASCE 7-1 O:1.0 pal(Sat not show):C.M.,ll:Epp C:PamellY Esp.:CF-1.10 3) Unbelanced snow loads have been considered for this MM, /) Pnvele adequate drainage t0 provers water tolling. 5( This buss has been designed ror a Ido pef edam dMrd live load mnCNqument wM any abler live lobby, 6) -This cuss has been Msgned fora liveloado(W.Omfbnthe Whom dhx hall assassinate do,argla3 e6ao bl1 by 2-0o{'O wvle will el between the boded cMm and any other members. ]) Rater to gndeM)for bum W wm wnnrtTons. 9) Proved, tunical connd.UM(by down)dMums to even,plate atoms dw WMI"E0 Is uli at Jill]ars 159 to upidat dead 9) The"idesigned in acmmands with the 20151nbmatwrnl Residential COM Methods R50211.1 ars R802.102 ars Nationmd amm.d ANSIJTPI 1. 1DI Graphhal Wrlin representation does notdepq me sin or Me oriental N Me pudin along ars top and/or bal mom. LCAOCABE(S) Stai slsy1j11 .I S� .xCr. Y JUANJ. M¢smP'I' 'E BTRUC,U 1 SS�INALE-�// 05/29/2019 Job Tmu Tmu TypeOry Ply 19 Maynard Rd.NnMamppn,MA 190518388 T18 Roof Special Girder 1 1 Joe Refetai(optlonM) TIFF,VFP Ru[8.24 S Fop 1120119 Pone 8210 S Fab 1111116 AT*eW4eS Im YM My,H 1051.14 Papt IU2Ep6[<%vAaKSIRRGIr�Cu16mS.4p4tlan.4&[iaaOSldY�FM?e�ygR M2 SL13 180 � 11661 6 14 10 12 we ®6 9 2 \\ 1 12 e1 a 16 ] Ona 4th ue sxn s10 � ns14 Si1a7 - age en.0 Plat artaeM(x,�:(z:osa,anl] Loading (paO Spaclnp 2UU WI -FL n (loo) past idi PLAM GRIP TCLL (r, PaIGnPOOL 1.15 n 0.59 VergLp U.M ]40 >999 240 MT20 1W/144 (Raul Snaw•35.0) Lumber COL 1.15 BC 044 Veri _d S )40 >BB9 100 TCDL 15.I Rep Sln.I. NO W1 0.98 HoddCT) 0.01 8 N6 Na $CLL O.o' COM IRCMIWPI2014 Masotti BCDL 10.I Might BT lb FT n% LUMI ER BRACING TOPCHORD 246 SPF No.2 TOPCHORD Stii wdtl sheeting directly applied!or SOU co puffins, BOT CHORD 2x6 SPF No.] except end wnlolA and 240 do,pur es(511-9 mai 14. WEB$ 2x4 SPF No.2 BOTCHORDI'anyind,ort0. SLIDER Left an SPF W.2-}1-14 Mi Tek rernnwms Mat 5latriamn d aceso and requirepmp be REACTIONS PM.®) 2.1130a188,(mn.&2.31,6•]2241 Metllnkll,(min.0,141) in tilled during bulk shared,n accordance with SlNMar Max None: 2.221(LG 12) Ine011aSon guide. Max Uplift 2•-180(LC 12),0-175(LC 12) Max Gres 2-1412(LC 317.6-09(LC 31) FORCES GN-Max Cmfp.Raax.Tal-All three 250(to)or Mees exulti warn Mhwn. TOPCHORD 2-3=11311123.38-H1b13S 541=423/136 BOTCHORD 2-15:256926,T-15--25&126.&T-269/142] WEBS 3-]=12808,441=]489/Yy8 NOTES 1) W1M:ASCE 7-10;VU6.11Tmph(3 dexxxd pusQ Vaar=92mph',TCDL6 0pa1,SCDL:58pat.h=248:Cat ll:&P C',Enclosed.NIMRS(soakage)sdaMr mrl and C-C Ex1eMa 12)-2-241 m S}12.Inlrpr(1)5112 p&2-2.Edupr(Z)&2-2 b 113-2 zaM:CL for membare ear twos 6 MWFRS M neecliona aM1wn'.Lumber DOL=180 pIBM pp 001..180 21 TCLL:ASCE 7-10;Pr•35.0 W(Ml had,angel:Cession n:Ev C.PamaIN EW-:CF-1 10 3) Unbalanced snw,para Mw taxon.e for this chal 41 TMa true M1Ba Men desgned rorgrealr of min loth lose loadtl180 pal.r2.00tmesflatmO d&35,Opdmovafngsmnconwmntwb Othwliwlads. 57 PpvMe delayed,drainage to prawn water pondifq. B) TM1ia true Me been deagnar gra 10.0 pxf b011gn G W li Wd narc nwmmt wiM aim a Mr live Iced. T) •nee know has been desiycetl for alive lead of 200pu on Me bodorn Mob in 01 srea5 aimed a neoingle 10805 tall by 2-0000 wake wtll fit between Me boMxn Mom ear any down,member. B) Rather W gideOs)for Wee 0 Musa mnroNone. 9) Pgvge meMan.1 connecton(byothe2)of imaa W Marina Mal.,bhe c wMetending 175 lb uoM at pint 5 antl 1116 lb uqR at pint 2. 10) This Was is daylgnar in accordance wit the 20151nlmadonal Residential Code section R502.11.1 end R802.10 2 and rohrenced stantlaN ANSIITPI 1. 11) Gmphiul pudin representation does not depict Me Sue or the orientation d'the pu 11n along the top and/or bottom ch=. 12) Lee USP SNP3Wth"it x 1-112 nails into Girder 6684 x 1-12 nails Vat Trvu)or exaMseleM at 2-&12 from Me left and to connetl Missiles school face of bathed chord,skewed 45 0 deg M tar 10,son,0.0 d,.down. fF�•;�� 13) Fill all reI Mies where hanger is In combct with lumber. 14) Anneimomol(6)6dx 1-1/YnaisameduiWinbeacnmemMr rSNP3 iesYllathd Nnailingeray lead Mremctsuppxsdtlq ap[IIOSM m ay pmo-uMalboveor Mlw Wsschord.Sending ofexlendeddngea MwirmiMd. 15) In Ne LOAD CASE(S)section,loads spoiled to Me face M to Win am noted as irant(F)or back(B) JUANJ LOAD CAMj Standard AILS ul 1) Dear a Snw(Mlanced):Lumbar lnwm•1.15,Pial loomadd 1F a,TRUCTUF ' Uniform Loans(11,N) 21 Vena-3=100.341=100,454100,6E=20 Concentrated Load(lb) c Ven:15=291(F) 1$T Jja IST 05/29/2019 Job Tl00Typ1, ]B MayreN Rd.NoMMmplon, 1 90515388 T17 Rf SpadGly PMA Job Refelence(.PKK) UFG.UFP Rut 9143 FW 112010 MR 0240 S FM 11=9 all 4Y s.Ira YW YN 291051:11 Name IpIFBIgpyIEOFMIFM14Fi�IF1(-1QYtRWGJImIIP6tlBIM55V mFmMx ll 4au 1.2 su 1 azo ll ]s.n use 2-1-2 4]-1] 2+15 442 0618 61-1 2N B asr 12 m 10 y O 8 9y— 14 14 s y A n 40 n b A A 5 n A 12 in rN 2 e 4.m m As szu 1 t414 SfW=1:xi9 T s]-Is sxu PleaO (X.Y):(2:041bl(4:0. .Edpal IS 0a6 l Lw01r1p (pep Spacing 2-0-0 CSI GEFL n (loc) IIdsA Ud PLATES GRIP TCLL 350 PIH.Grp COL 1.15 TC D37 VaryLL) -0.03 T-0 >999 240 MT20 19711" (Room Endw=35.0) Whither DOL 1.t5 eC 028 v.acT) 4.05 7-8 >999 180 TCDL 15.0 Rep Sbw Ind, YES MG 0.33 Nvz(CT) 001 7 Na NB BOLL 00- CaOe IRC2015]TPI2011 MWv-MS BCDL 100 IMMI 621b FT:20% LUMBER BRACING TOPCHORD 2x8 SPF No.2 TOPCHORD StrudWrel wood MUMing d Teddy applied or M4 me purine BOT CHORD 2x4 SPF NO2 excess end wNwls,and 240 a print E-M deal 4-5. VaEBS 2u SPF Not BOT CHORD Pold ohlln dindoy aboaddol ort SLIDER I Mil recommends Mat Sestal arts repaired road radry the REACTIONS (Iesiza) 2w912Ad .(mo.0.1-157.ixM2Meomanim,(min.0.1<I insulted dua9 truss erection.ina�Marce will Sathilizar Max Ho( 2 21(LC 12) hNallaton Bold.. Max U ifs A139(LC 12),7162(LC 12) Mere Gm 2-1241(LC 31).7x108(LC 31) FORCES (Ib)-Mu.Crnp.fMar.Tan.-All loroea 2NO(to)or less exi wean RWwn. TOPCHORD 2-13-219999313-1113/408,3A=737Ra 4-14=87898,S14= 710193,6-7=282100 BOTCH26 .219688,i-0- ORD IM 839 ).EBS si-im9zo NGTEs 1) Wind ASCE?-10:VWW 17mph(3-ucond gust,Vaeded2mph;TCDL=5.0900BCDL•5.Cpst ea24R Cart 11 Exp C,Endowed,MWFRS(amelopel exladorzora ars!CC Exlahior(2)-24-0h7-3-1;Inlerbr(1)7-3-12b52-2,EMWr(2)82-2011-2.2zaa:C-Cfrmr MaddbrcesBMWFRSlermroneson:Lumbar DOL=160Naa Chip D01.=1 Ed 2) TOLL:ASCE 7-10:%=35.0 pt,Net roof snow)Calegm P.Ear C:Pararry Earp.;Cr1.10 3) UnEYelrtxd.bads flaw Ken MneNer40 be N40eegn. 4) This buss Iles been dere read ler Cruler of min and lm load of 10.0 W r2001.Art had load 0360 bd on oyeMarlgs nonSgRarM mate othr,Max loads. 5) PMwEe adepueu drainage b prevent Naar poeole9. 6) This buss has been tlesgned ler a 10.0 pM bodom rMtl lila Intl rpndard hit with any midair his,loads. 7) -This Woe hes been designed ler aIlw load a20Opsfon Me Wtlomchord Maril aMawhenaIeolarl9le1C8-OO fall by b00-00 wNe WIII flt Dellen Ne GOIIOm Glord end any cher member.. It Refer b ginder(s)ler Wsa to Wss eunnec5ods 9) Promise mecbeniai o,nrWcmn ley antes)Or Masa to bearing Nate rzpl,a ofwitaaadiey 162 It,limit artpre 7 add 1391E uotM at pint 2. 10) This Was is desgned in mordent.win der 2015 lnbmnwW Residenl'.at Cade aeuwn 8502.11.1 dad RW2.102 all rorandr atauMNM ANSMI s. 11) Graphical amid npresenation does not demo Me sue or Me oriseadcn a the pudin slat,da lap andfor thalWm tlloM. LWDCASE(S) Standard -� .ay`�ZHOE M1Iy�.n\ \ TSL JUAN J. N raj FAI ES-0T 114 5TRUCTUE 21 GIST ' 05/29/2019 i d Job Tm•• Trus,Type Ory Ply ]B MeywM Rd NOMempton,MA 1 W516MB T18 Root Special 1 1 Joe Re,aalm loD6orM0 UFP.Ii➢ Ru&2AS F•a11 gFmAN4GSFa0,13019MRMrIwMeis,lm Y.Ytl"nl&51-.te IDJR0-Wl9Mw-NM6Z)ry]CN1Eb,�amw7FMGatdFdWMFM'hBdJR III 1h}14 Q,3 ` 6812 66,2 ' K15 " M2 244 Axis m e s 4 er n a 2 , 2 e 410 M a4 abU L bl1 ( SmM=LWO BeO 4)-0e ' Pleb ONeeb(X Y)_120.410,081],IS 0-9 .8 j Laadilp (1'5"0 MTR�W doq 280 C81 DEFL b (bc) 4tlsll W PLATES GRP TCLL 95,0ta Gap DOL 1.75 TC 009 Vea(LL) A.01 8-11 >BBB 210 MT20 19]4411 (Rod S. 35.0) ba D0L 1.15 BC 081 W11(CT) -0.07 att x699 180 TCDL 15.0 Sow IMr YES Vag 0.21 Ibrs(CT) 0.02 2 ,da No BCLIL 0.0de IRC2015TPI2U11 M -MS BCDL ,p.p VVA M.63 to FT=30% LUMBER BRACING TOPCHORD 2W SPF NOS TOPCHORD StrucWrel wood sheathing iiredby applied or 60.0 on purine. BOT CHORD 2x1 SPF No3 wW ri apt end wla.end 2-0. oc 0 pud!ha o 0-0 max.).1-5 WEBS 2M SPF NO2 BOT CHGRD Rid contra dirandiv applied or,10-IYO W bracing SUOER Left 2x6 SPF No3-2+5 MTax,recommends that Stabilizers and r ede wit crtazlizer be 0.FACTI0N8 (lasize) 2•8128C 12) .0.2O).)b1&MedMnkal.(min.0.1-0) installed dugui truss erection.in acwmance with stabilizer Max Her 2-13(LC 12) Ineblletion guide. Mex Uplift 2=12 )LC,2),]7-762(UC,2) Mex G. 2=1286(LC 31).7-761(LC 91) FORCES (b)-MM.Comp.Mex.Tied.-NU awe 250(b)is,Mas except wMn Nrdwn. TOP CHORD 2a•-MKV30,9=19-715/44,111/=E6(IS0,L11=E0899.4-5=80&125 BOTCHCRD 2-8-220r590.7-8=-IpSA2711 WEBS 5-7=$15/!09,5-0-,W/580,41-998/105 NOTES 1) Manor ASCE]-10;VU11.117mph(1 Adl gust)ViM=92mplp TCDI,5 Van;BCDL•S.God',h•Mft Cat Il;Exp C.Endowd;~RS(Almos )exbrbr zone and C-C E,4rio,(27-2.2E b 0.T-10.InMbr(1)b]-10 b 2819,Exbrlor)2)28+3 b 11-2-2 zaw:CC b,memOasaM fano 8 MWFRS Mraections ahonn.Lumber DOL=180 pate AWE DOL=1 .P 2) TCLL.Atedsho O;PFaS.anal (W roof smxl;starldo;Elre C;Per0e'.ry E1@.;CV1.10 9) Untalented Mass tls Men de•IUW Lagasser of mi fprfis iced. 5) This WUMebeeaainage 0".atwFdminmdliW lwtldl6.awfof2.00 times Aat rad bstl 495.0 pilon ovemmw rwnconcummtwim other two loeda. 5) landThis muss us"a e n designed i signed gr a 1 JX pof pwtli c 8) This Wees beendesignedtare 10.0 W cof 20 MONMet nMlo•tlnabOnwmmt nim any abler IiW Iwtla. T) any ovemheaers designed brallW bW a2D0wfw nn 0dbnrtlwN in allAreas wheraareWngle 3U6OO WI by 2La00 wAe wil6l between the 6otbm Mad and any ams members. 8) Relabexpiresncal Waab Wu wnneMort 9) ProThis mum expires can acconance others) dwellabMing 1502111 R Atand joint AM 10.2198 AMreft M1Man. 10) This Wee isdesignedrepre in ewpbenw nimmat Me Intesize or hep RWkenn0 CodesectionsMeto a end RB0dam cd . rabnncetl sbnMM ANSI?PI 1. 11) GrepSiwl putlin representation does not depict Ne size arms oaenb5ongma pualn sloop Ne bpeM/a bMan cNad. L6L16 LOAD CASE($) Standard - a JUAN J. oaj RAl ES UT iN STRUCt Uy 21 M1 e j SSµJNAi. E!� 05/29/2019 JW Tmss Tmss Type Ory Ply )B IMyneM Rd NONumpen,MA 100518388 T.. VaYq 1 1 Jod Refnence lapwrell li➢.UFP Poor"S qp 11 A19RY[S2a0b Ftl 11 MIeMRI.InWMs.lm~MryWl&Sl 14 Pagel In:liCpT(oWr1bBEMdtB Mop&m211eKFN11M3tllme'1FgGMMMS_Girwea BppP 10-64 l 38-10 7+10 1�1-3 3810 " 5 3.1-10 do 3X4 2X4 3,4 d � '_ 12 X12 7 6 4� d6� 5 ^T 3X4 2X4 3x4 1-3 Sae=t]a Plae Offs aM DC h:[]:62-D,Edge1.[4:D-3a,Edge1 Ldadrp (PT) SpnlnB 280 OBI IDE FL n (eco It IM PLATES GRIP TC ILL 35.0 Plate Grip DOL 1.15 TC .0.32 VN(LL) No - Ns 999 MT20 1971144 ow (Rod Sn =35,0) Lumber DOL 1.15 BC 0.v V.i No - n/e 999 TCDL 15.0 Rep Stress lined, VES WS 0.05 Hi0.01 5 M We OCLL 0.0• Cade IRMIWR2014 Mal BCDL 10.0 ' Vill MIB FT XM% LLR6ER BRACING TOPCHORD 2x4 SPF Not TOPCHORD StrucMrel wwtl sheathing directly applird or 880 n pud'ms, BOTCHORD 2x4 SPF Ni eadepl OTHERS h45PF No 2-0 od punins(6, Lmu) 24. REAl.111CNS (Woods) t=3BOH1-1J,(mn.o3-2),6-J90111-1a,(mn.o-z-z), BDTCHORD hireat 8412/11-1a,(mg.03-2) MiTek remmmentlt tlwt Stebilirate ard reruired crex brnirp be Ma Hors 1=D(LC 18) insMlletl during truss erection.in a=nhance wOh Stabiliser Mu UPIR 1=72(LC 14 5=73(LC 13),6=M(LC B) InsYllation Bulde. Mu Gray 1=527(LC 30),5X52](LC 30),6=535(LC 29) FORCES (lb)-1J.Comp2Maz Tan.-All lortts 250(eldleas swgwMn elrwn. TOPCHORD 1-2—)OOg22,2-7-537M43,37) 311K!42. a 68942.42=537r4j 4�70101322 BOTCHORD 2MM. WEBS "11-4071145 NOTES 1) WSrd:ASCE 7-10:VuM=117mph(3-second Bust)Vasil-42mpb',TCDL=S Op[BCOLXS.DW.h=24R.Cat II:Em C.EMmd.MWTRS(enyalops)extends nrd am CL Comer(3)Xory C for mambos and forces d Mi lar reardons Ywwn.Lumber DOL=190 PlaraptlP DOL=190 2) Treat defined for and loads In Me darty of Uro buss only. For"ae: oded Wvird(rXIMteI eMa,fce),fee Sterdard Industry Gable End DetailsssspdiceHe.or Wmdl Mali Wilding desgnm as per ANSIRPI 1. 3) TCLC ASCE 7-10I%=35 O loaf(flet roof snow),Category II:Har C',Pamnly EXp.I Cbl 10 4) Undalenced anew loads baro been donsidemtl for this design. 5) Provide edpuate drainage to prevent water pending. 6) Gabe ropuires co ...Wean chole beannp_ )) Gede studs sgad at 4 . e) This buss nes been deY2M]her a 10.0 pal Whom lud Pro orad nonmr.edrMl wM any other OW leads. BI •Tnistmss hes den drpnrd Maliro load of200psfrnme bottom ctv.rd nall areaswherea rectanMe396-0O all"200 wdewB Meetween Me Wlbmdrerland arty other members. 1D) Provide mechanical connection(by others)of lmse to beeMg Palo capable d withstanding 72 lb uti at pint 1,73 lb uplR at joint 5 and 26 he uplift M pint 6. 11) This truss is designed on a¢OMarre wM to 20151nbmeti Readorml Code ssdWm R502.11.I and R802.10.2 and referelXad standard ANSI?PI 1. 12) Graphacsl parn representation tlms net depict the size or IN oMmaWn 0 to pudin Acng Me by anNw dotem.0 1144144 LOAD Coil Sterdad `C,1_f t yo.. UAN J. % .1 1.5'U1 )IA r^I SIRUCIUF 21 IST S&JNALi 05/29/2019 x Job Timms I Ory Ply 79 Maynard Rd.Northampton.MA 1 90511111 V02 Valley 1 1 Job Resonance potionap JRP,LAP Frac fq 11 A1BFtia&2tlSFp 11 A19MiiMIrWYMa.IM y Nernlnl:15 Read 10 ATM.M1` gMHPypuL W.VpveyWF�7Hlrµx9vC9%IGiVyRW_MI� 654 35-10 l 1113 35-108 5 Y-11-10 4x4 2 2 8r 5 6 1-9-913 Fi 1 3 G11� 2x4 2x4 2x4 1-13 Sone=1:)].7 letlYq (peg 8pxin6 2-0-0 CSI OEFL n 9007 VdeS W PlATEB GRP TOLL 95.0 %eb GnP DOL 1.15 TC 0.22 VxQLL) Ne - M 999 MTA 197/1H (Roof Snow•95.0) Wmbv 00L lis BC 009 Vnf(TL) AM - M 999 TCDL 15.0 RepSWulna YES M 004 Hodz(Ty 0.00 3 M We BCLL 00• Cade IRC2015NP12014 Me -P BCDL 10.0 Vbli9bt ti lb FT-20% LUFBER BRACING TOP CHORD 2w4SPFN0.2 TOPCHORD SnMmiwwd Nuthin9dir yepgleda"0 mpulllne. BOTCHORD 2x4 SPF Not BOTCHOROdidilio directly dort OTHERS 2xa SPF No.2 M,Tekrewmmend.Nal SbbUrs.naMmuir aou"dnOw REAClI0N8 (INelzel sbiisaY!--11J-S.((mnn..0.14) Ina•WWlWetlVguns ahu.aa erec5pn,in ercwdenpa w8b Slablluwr Mex Hain iyf(LC18) Mn UM51 1=95(LC H),3=e9(LC 13),4=20(LC 4) FORCES (N)-Mm, Com,Max.Ton,-All Mrou 250(lb)or leu wai when NlOwn. Vr£BS 2i 235H15 NOlFB 1) And',ASCE]-10;VM1.11]a .amuM5W0 Opai OL::114eMe% do EOL::IN etl:MWFR3(envNope)eMedor zaro eM GC ECLL SCE 7-10 Inr members aMlaprod MWFRSMNp C;Pashown;LumberDOL=100 PMM do DDL=180 2) TOLL.ASCE now owds h pR(eat rpentated Category d si Exp o PeNelly Exp.',Cr1.t0 4) GN.Unbalanced snow er hew been .N berttl for this design a) 0ablerseulreamnenuou•bmlom Uom 0 0 dboyb 5) TII'ISWrumlaebcendeepnedbra lwidatafN&ord th bM nonrdl0urtenl wrwaawh any Darer liwloetls. O) 'Thio et luabeendMpnedM alM lMdor2DOpafmNe Mtlwn:MNin allanu wMearec1an81e 3-0GW WI by2-00.00 wEe wilMbalween qO bdrom tlwtl and any order members. ]) PmsMemi designed 000ndan ewild Me INnMbeedio al Reek ade Code elendi�p 9012,11la dIRS 2102 ndrehjolnt9anands MmpinlA. 5) This Wfa is deaipned in a¢oMan4 wird N0 M15 Intonational ReaklenYelCWe eeduna 8502.11.1 and R802.10]and referenud aLLpWN AN$IRPI 1. LOAD CASEI31 SUndi W Jy,,N0f'14i,S\ JUAN J. a ALFS UI STRUCTUF 1 - SS-NALE" 0529/2019 ;� r� ® UFP New LLC Job ID: er:19061638B May Status: Design Passed UFP New Windsor,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin.LLC Label: FB5 UFP Parker, LLC Member Type:Beam I Level:2nd Floor Paae t of 17 UFP New York,LLC Member: 1 -1.75"x 11.875"2.0E PWLVL Date os 29nofe tale 2D 2 t 21318' 6 2'. L 6'4318 Goal Illustralion- Not To Stele Loading tool Quick Dal Summary: Quick Det ton Summary: Go-`L.nLeae-aC 3Ld.-s-xe-INem1s _floe Laew Mason Dao®3m.14 uco ifo'Deed Lom-ls Desia'""ext.", ASD Total Load DM001on 00 t®l l ro-r Loe Load-40 oemm moment( l Pasaed-t% Critioel MomengNOa) Critical MomOnl lNea) Foor OeaaLord-IS U-31& Ston PBfMe-2% U'macN LenatM1(TcpiBtltail-6W542JC Reactions, Maximum 8l s Reac[ons Sfjongll Slad Eng Dead Floor L ve Roof Live S➢an I om las asmlb ofWIb 6o,L6 eMM a,wo 15We - _.._._. Forces: _. . Maximum Load Maan'lufj s Tvoe Stan Ee4 Dead Floor DolRoof Live now Sen va l nS l 5 W NM - - - UnOore, SS fL, looW -7MIl - Connector information: NailinD Reoli rements suppo Madel TT p Face Me Qi e Min Seat Lenoth Other Information pl THR7112 - - - NIA User Delnad fol Not Deaigred Expanded Design Results: Desion @D1tu2i Result LQr Load Combbaron cdr c a l Mo1111 n y 1a01 1 f3 1,2 tell 10a<lwm11 rest 1% 100 D.L comm monmul�N¢9 ammo Mto, ednn,I Momentw]1 to, l mx Cdtical SM1ear Et Sab�SUta iw`,',tD d-2`A CJ DIL Live Lose Delleclmn a"2-14 "t) Pell LI55a - L Total Lop Dell DLO a a n110 L(4U P—ted 1/995 0,L Error. Weddell Notes: Toe ease It 1®e.tteeta mIn.smembervent anPlmd m t.fool-as1.oleoed den leatla ' T—eene.la.ota'.araffea eatamrel.bnssro non ma rmod gra oases> o blm— `A-odmof-e Storeloabsmayra.e or nw'm.b SmPIM rBWNr�y V`eeLu wlryrala P JUMIJ � •'• ESul $t RUCTul ' Tol lx real may dMa 4—Galan mutts n 1'.oar el�neM s4Merd be]dutrGY;plp Zt �TF4_fort b hNd m maeb]mndNiona moul by me u0x. Apuel fialtl wndltlme mev tliRerhan tM1oee eH.wn. TMn mulls etcJd a �- 1SlfP •lv�C STs" 05/29/2019 UFP Belcherlown,LLC Job ID: 19051ti 3813 Status: Design Passed UFP New Winrlsor,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin,LLC Label:J7-16•'O.C. UFP Parker, LLC Member Type:Floodoist I Level:2nd Floor Pape:2 of T/ " UFP New York,LLC Member: 1 -11 7/8" PJI-80 @ 16" DOW:oN2p 19 10:118:20 t 2 a1,• 10-6lrr 1R• 1s101rrr 3W L 31 51/1 C/glvuluUscheiNaiostyle Loadhm loa0: Quick Deflectiam Summary: Xmfin—Loper-w Buigiry Loy-IHC1015 Lid Lok ealedi 6Ne21-10-13 V460 Ri DW load.is oo5e21.11r6 Lrz40 F.Leto Lok.w uln[e1 M,W111PPa) v.ssed .1 Crincig MWeaa:MaW C.lao.l Mom 14") F4a Oek LMO-15 Critical 31,11., Pi 61% LrdarmlergmITalgdgdaj 10010 fid Reactio= Maz mum Analvs's Reacrons $LPDPn algin Ead Do" Floor Live Roof Live Snow t olO aN .1001, MOU-16300q 2 10-1o1a 11M� a40p IC 112.WN 3 3iX 3145-el1110]10 469.00'-1303 io - - Forces: Maximum Load MaaaU= Ixee alert EOG Oak Floor Live Rout Live �nsn Ilnnam OA] 311"'0. 10oo. 21.COINM1 Unna. 2-10 3=4 t0001of 27W IdN - - Expanded Desian Results Dz,7� ,�o'� Rcs.: LUF LoaoGDn¢�na'�o- c,m::1,Momanl lne,ll n. m 1u:=n .Isn mr aa D.L ,iv: ..un Do,r1, Errors.,Warninas& Notes: the deed loads used In the design of he member e0 a cooled 10 he gook a o:Projected dead loads The na.ta yclge,dh ersalone,and graums Ywn m harass,ere W...'re umerhae of ina.amber nnyse aq Deag:r,m been Penam,k u�peaaan luaretran aural rm4Md cangma. sane geaa may base d9en mmdik Io Smgrty rapomrg n goad xa„g all�:znP�red W Ire l-laa n a xrrwww.n,e yaM'n.anak qct me,ka Belo. Puree see ma,l�eaver nslalaax,pugeales w r.e,,.,nadeddga,aq..a�n Mala ��tHr�F 6 iJj~\ JUAN J. ES-UI 'RR Ta,eoa eao.are r=r agi ear deer-l rest as alloeee 6TRUGt U1 per reWaa,a w,avemempejja 21 -10.11 raPm.a W:ea on etka.k ralenq.a,noN 1,v w.,ur navel nen w,anone.av aneraan was Town. 'read reenne eroq bars `S.VAA �yF 05/29/2019 ® UFP BeiC W111111w01 LLC Job o er: 79 ay Status: Design Passed UFP New Wiad6or,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin.UC Label:J10-16"D.C. UFP Parker,LLC Member Type: FloorJoist I Level:2nd Floor Pape a of 17 a UFP New York,LLC Member: 1 -11 718" PJI-80 @ 16" Date:05rn 019 IQW 20 1 .. ..... _,- . 2 21'10" —2-1- 10 ..tea,-No'.I,Son, Loading fosfl: Quick Design Summary. Quick Deflection Summary: RwlL,e Load40inamg CWe-N=15 Liv Load Deflection OLO®Ian LO L490 RONDabioW-ls ;osw^gellMatyr-ASD roll Load DeneaNm o-n(d•0 '•. L24C FMrr Lre LOW-40 Cnlld Yonw,1(Pw1 Padget Qrfli YgnW11NN1 GIIIOY Ycaresses 1Nang l Floes Dea]Lwd-15 N1oac9lwr Pna 110 VnbeW LmBln ITKJEOM1wnI-OW'11-10N Reactions• Maximum Analysis Reactions Support 5141} EnJ Deed Floor Live Roof Live Snow Oat Oto 22o oo to 598 DO to - - x m1 1L. zl-lom "loom 5WDolO Forces: Maximum Load Magnitudes I= Start EEn Dead Floor Ljyg Roof Liv Sno. 1,I1— 1. 21'.F]] x00loll 5e.1.1 -Connector information: Na L na Reao cements SypQgd Manufacturer modrJ IOD Ears Membp,L Min Seat Lenart Other Information LSP 1103511e 11M 11W z 1.] 11r NIF - J LIP TH035118 4-1. f IOd 2 10d,1W2NIA - Expanded Design Results: Lesion G,ntml Result LDF Load COmDlnarl0n Cnacal Momen;Z) 4365RIn fl@l0.11d0 8911.oft Peened,to, loo D•L Cn4cel M wnwin Ne91 O.W le fi 0.11 MUcal Monsanto(NOD) O.Wlbfl O.WIEft on.shear NJ 17150 214)9.15 "MWD Pasta-58% 1W DIL Line Lata DeflMlm ozee10-11d] 1/490 PWfWVSYi L .LOW Delleclidn o.11®1P111p V,e) PaeeW-✓097 - D•L Design Notes: •mere I. , •mar. .. Errors.Warnings &Notes: •7naMese bade ,n 1ne da:qn dl ln"�,a,nonr.em epPnad 10 ma sr�a��a a,aolaaad deed onea _ 'Ins m.mber ere9nlD,d�msn.�one,am loruWesno"n an Lon rsDW ere meedo.an wnlo-enemins m.nber. �;• '� saL 'Andras em wagn nee been permrmW wlna PeuelW la.wne Halo eclulmWYW WWn�We. sone loins mor na.e peen maaa'ed la elmPmy report / � .. .L '�'d� Rn1[s1nGl.I. $lE{Ul.l uF 1 irenslw reetllMernay -ins rMM i9 NM]M mo]eIW cwtleou nW W do duAaexr.fion Deafen adMeelnrDotting cones s 9k elenbNKd tl41n0odMp AN "I'AccodoosmFdArlcnsvgj)t TMse msuM1S sMu4 b _ Cr5?f? ♦C \ �rrP1i1\1\\\\,♦♦♦ 05/29/2019 r y ® UFP How Will LLC Job ID: er: 79 ay Status: Design Passed UFP Now{�101�80►,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Buft,LLC Label: FB4-2 UFP PsAer,LLC Member Type: Beam I Level:2nd Floor Page.4 of 17 " UFP New Yw LLC Member. 2-1.75"x 11.875'2.0E Pi Date:01 Was 20 2 T 10 112" rd L L 82'• 3rzPnlm1uwsrceuon- No1 m stele Loedhia loll__-:... Quick Desion Summary: Quick Deflection Summary:.:„ rlwnrve Lead 40 eminlnacWe-IRC2015 Live Lwd0.roeeun Odo@3-11-1a 'X0 RWl oeed W.-is Ce.en mellcdolupv-ASI) Traal Loaa DMeclim 0m@3.11.11 LQ40 Fbai--Laal-4o Oidcl YoneM lPwI Pveed.SY CMICY hewer INpI Floor Deal Lwd�15 Ctltlul$hear Pu4d-11% Unbaw]Lm615(TWBehuen)- 11'� Reactions. Maximum Analysis Sunno $lap End Daae Floor Li Roof Liv snow 1 21a.i lw Dy73$COC - - 2 7-1" a@t0 '27Xlb 913W3e9O31b Forces: - e Maximum Load Magnitudes Tvoe $tap Edd D€a4 Eloo, f Live snow sen N§igm 0 w e4%,m n W Ii - - Pam 709 1W 43Wto 203WS4 WIi - - "'i 1.10-M 1.1D0e 58.01 260.W56wi, - Pmt ..h. 7Sma27i5hoJ .o - - Pum ea7{ w729 .0), 274[U4MO)b - - P. 51140 5.110 42.W le 27s.M 165 WIe -P. 7-M 7m,03 40.0Id Z72001-1650011 - pp��a�er�ie��aeaar/,,,�.��9.d�1��M�� adlde 32006 - - - ConnectorI fornad1Wa _ Nahm Reourtements ort Manufacturer MQdeI Tarp Faos Member Min Seat Lenoth Other lnforma[on 1 USP TN11 - rvIx Usar Delinec Mange,-hiDsswiea Desion Q2 trol Resul LDE Load Comtination crldwl:=Pea) W1992'"a309Js 2129123 I Pared 11 1W 0-L cddca -1 hes) o001en oa mn Cdtiulauenentl'i owlbfl Oman cmlcn shear 87255 ba 11-14 799601 Par:ea-11^b 1W D.L U-Lead 0.flMion 0p5e3-11-1a 111. Parsee-1/999 - LY\a La lalial4 Talal Laad Derachan OW X39192 11O Parsed-L95rr -L Design Notes: 'Memos,eerpn assumes pow,Plvlo PM cdnnxnon VenN cdnnaclwn eeNae olie—lihmarwiaciurer Error-Waminos 8 Notes- ' - � .. `Tremae loab:�aee In me serge onmr member.em aa,gee 1b Ire:wale ar aoi«iso dead lomr , -Tranna lwciwlr may emer hom dI 11 aaeSId IFI idea co Ws and aandare maeary om peeks, I; 1 -mr reom,eases onmoaeled mrwrwne'nam by me ar". Aaualnl do nemav dmerlron imeeemwn mere rerwlr anomoce 4abva .,`C-_ eeAer7r IlflYYl YtttA 05/29/2019 <' .; r,�� UFP Belcherlown,LLC Job ID: 190516988 Status: Design Passed )IFP New Windsor,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin.LLC Label: F94-2 UFP Parker,LLC Member Type: Beam I Level:2nd Floor Pere:s of 17 UFP New York,LLC Member: 2 -1.75"x 11.875"2.0E PWLVL Date:05129)201910:5830 •m.menev v.Vua aunarev...�e iamau.nonm mIa fOroa n eevea m me mnsineau.mamee. •MM/r ee 088y,r®eerw��uvq paomloe6e Rm tlxl modem mwmw sam.aw nW IUNpae�mWfieebampey�amhq uaaa o: � `� JU/1n J. u ANcs"T 51 MCI Ut -TnM,a>mie^uHtirta rrvn Mr.,,ew.sa Yowopa wlYY'9 mms aq uMVE bW aeo-d,tim ZI .me,emnamxo,mm.we mauve rauame�.r.nau.irpn mdmve n,evane,uan mom.mn. mw rewn:arwwaa _ C ,. !Sl P •.� 05/29/2019 a .. _; UFP Belchertow'n, LLC Job ID: 190516388 Status: Design Passed UFP Nem 11indsor, I.LC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin,LLC Label: J2-16" O.C. UFT Parker,LLC Member TypeFloorJoist I Level:2nd Floor Page 8 of 17 UFF New York.LLC Member: 1 -11 118"PJ140 @ 16" Date 05/2912019 10.5820 1 1e S' � U ^ 17'1314 i,alMlol a datneon- Nat to Scale Loading(Deft Quick Design Summery; Quick Deflection Summary: Rm11..Load-40 gumma Code-IRC2015 o..L.W.0oeon ON@8e 9-14 LI4K Rood Dam Loan-15 3en9^MeOmdmy-n5D Teal Loadoer.dan Cdu FNn Live Lwd-a0 C,Nd Moment(Poi Pau hal CdticY Moment iNa9) FW Dem Load-15 CMIcal Shear Paaam 40% J urea La etr 11no om O nn,usuo Reactions: Maximum Analvs s Reactions Su000n Stetl Epp DeadIFoo� Roof Live Snow Om Ou" 1fi5Wlo .1 hf lc - - I lamas 1701-12 1fi5. ..h - - Forces. Maximum Load Maali codes TyDe Start End Dead FIDo� Roof Snow unitom C+u 1.nt.a 190D Ibnl - Expanded Desian Results: Design Control NuA LQE Load Combination CIIIManent tPp) 3AB.13 be a am.N 356.n2 aR Pa.. Sal 1m DrL Cdtictl MOmengWn o.mbf, 0 Itft Catlin Moment tNeb 00311 0.lbI chi Shear 573361x@. 'Comb Passed-4094 100 D•L Live LOM Mlecam Op OaC6U LNMJ Puxe.LN25 - L Total LOM Deal OAS a 0,1610 Rio Pat. Lane D•L I[&MI uklM" n„{ M11 1MdM badauaM ntte Oafgn babobmCvwem.meir to Cesevice„el polefM Mm . •iM m9np pra(n¢dmlrsma,ap trarlv,e weanm Ta,epdare Melt on iM mnMee dm mambas. w A Beat lodMD.POi bloodiest Otn9d uaRM PmOiawn lMOl,p LOm Mu9lmMrhad"linemelaber Pmay nave Menmmbmmulareal gunesuap. a Plm]Omnlq well le wr{aMa by tre l{olatab lrcglpn when ire 4101st la eu0l ned b)emembY belOx. Pares,see menNecNra imlelblmn pNMeneelor rxlullenMledbloCltinyda¢uYt EIOFVa. 7 JUAN J Ful UI S1 RUCT ur -TranAs mawu mgdllMhan asYor mwuaralbMdlerbulalry¢bla coq elyNara load d�eNdaimO 21 -Ina Ivan le malt on maMlee mmnam InPN or IM deer.ndd.l Mh mndlMm mev dmerncm Ila»wean. Thre reaalla meas M In 151 P �SukAI E� 05/29/2019 IIFP Nelrhe Windsor. LLC Job ID: er: 79 ay Status: Design Passed IIFP New Windsnc LLC Customer: 79 Maynard Rd.Northampton,MA UFP Berlin.LLC Label:.16-16"O.C. UFP Parker,LLC Member Type: Floodoist I Level:2nd Floor Paae.70117 UFP New York,LLC Member: 1 .117/8" PJI.80 Q 16" Dere:Dw20=1010:5820 1 2 21-10- dN 1Q" 12-5- we• L M'10 7IR" Grevniwl uws"aean-Nm To sole 1.a.wr.Le.rL3.n• Oulek Deakin Summary: Ouick Deflection Summary: NmI La.LUO.aO e0d,lcode Id2Do Line Lead Denenron L .5 LJ2:5 LoeO Rddl Dead Loed-15 Desgn Meenneclpy-ASD TaGl Load D6flection 00i Q 10 01 14 L040 F.L.Load-40 ontical Momnt lNpl G"ealli antlNpl ennead M.lPde) Pa..-46% Fbor Deal LwE 15 6nl.e.,an-, Pa..-61 DnbracM Lengln ID•NBmwn)-0d 1-10N Reactions: Maximum Analysis Rellctiolus SugggII ,Slid End Dead Floor Live Roof Live SDPa 1 aN a0] 1an[OD 51100'-1100. 2 21-10.00 2'20 Zwid 1081 war 12 DY51 W. 33M 3 ]4LbC8 34-10,14 II on Id 19200'-162 W lb - - Forces. McXmum Load Maonludes IVPs Siad End Qead Elsey Live Roof Live Snmx did fund 000 36-1614 1OL01bfi 2d. on - u,;;a 000 224348 low,. 27X blin - Dneor 234345 34-1044 2WIM1 6001nn1 - Per. 2141,12 214142 127 DO lb 12 D6i 51 Dom II W-44 WIn Connector bdomandon; Nailing Requirements $PPP_(aManufacturer MQdal IOP Fane Memhe[ Min Seal Length Other Information 1 DSP TH03511B 4-1M 61W 2.10dal-14 MA - Expanded Design Results: Ceslgn Control Resat LDF Load Combination cnmal Momanl lNpl tx,on OW'on cndoal M"mn:lNp) oW.n Dm an onaca a., lvoq 3193.17.ft 021a)i 1z s94ar mn raised aa% 1W D.L c .Loa Mar a14B61be21�ts 14uadIb raised 6% 100 D.L w.Load oen.amn oulli 100245 0.40 Passes-vaza - L rail Lotl D.nacdm o07®loot44 u.:40 Pa66eo.1T613 - D.L Design Notes: W `Tne rm,,rMdsariIglarglnfvihWmWa WMhxM w4M HL 1iRBMA(112) ;TVad d area pnmin de wa .PPlletll n 1rudu wacl tld adl ab rye •mammlbvg enc. dreellons and ldealanis swan on lie ridden are be6eaor,Meenardeahn.olne memner _ ✓t^.\ •Analis mD apll¢e Wr mnum.d�nD wacam lWdnO xan real acct tlmms B el. smerre.eW mmdretllos.nplMrepa JUAN J. •PWlbmnrp well�6 appanetlWme lTo-el elalvananWsetlq 1pol is auprlrled dr'e membv WlW Plame sad menulecluer inslallalgn W^YaM;iq ' s nuclear . -Tn ,t mtllon Oeusrlyd ual rr ,t, 96Aowawfbmtlry Wtle66ntl tlantlaN l08tl tlislnbul�onp 1 -Tna remne dasetlmmmeletl caanwr®inml ov lna l,er Aa,lalrw.cmemms m.v emr lrem lnmasWan mem mins srwvltlWrevl a � 5A)N�� 05/29/2019 . I i ® l',FP BelCherlownr LLC Job lo: 180616 Status: Design Passed ITP \eTr VV'indsnr,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin.LLC Label:J8.16"O.C. CFP Parker,LLC Member Type: FloorJoist I Level:2nd Floor Pape:9 or 17 CFP \eN'York,LLC Member: 1 -11 718"PJI-80 @ 16" pateownM1910:56:20 pYp II I " 1 z ala" 6'2' 'If10" 21'1 P' 319' 29 10I W uraWlh luslratlm- Nos To Scale Loading Ipsfl: Quick Design Summary, Quick Deflection Summary: Lora Loan D, ..Mar 0141m 181101 vaeo ., .1 Load Derecnm 0.W(A!U111 L240 Po_1 ,reLmc .0 ne aL(Po r,.,. . , CM..Y Moment(X11 C:cW Monent INP) nm DeM Lead-15 CMH Snaar Passeo-.]% Reactions, LlnbaWLmgthlTWtMttom)-0 CCM2' 1Gd 1.Racoons, Maximum Analvs s React ons Sacupd SLd End Ow Floor Li Roof Love allow 100] 26 ffiO]E imm 2 600L8 607-1s 479 W I, M W ID - 3 28-0514 28-1. kBN IL fi0801Ld 1T),Id 24600 1n 157 In Forces. Mar mum Load Maanrtudes Tragi slad End Deed Fborlole Roof Lra, aSnsn usform Dw $1000 N.x I1aY1 53.00 Wt Post 2e O7-10 .1110152 W le - 2i W ID 137 x Ia Expanded Design Results: Ua�4 U, r.1 Hg �'I LD[ L090 Clot qln la On Onecal Moment(Pon) ' '7" ne,c.V2J0111': Pasnod-51% 1.10 C.L C=:—MalXpl 0WID t1 O:O an LIMCY Y—MlNp) OWInfl O'01DX 0n4nl.near 957 54 lb @ 6-07 1 11 10010 Passed 67% 1W D•L Iac Lead rIflIIIIMI ]41ry 11110' Passed-. - L 11.18 I11 Data 1111 - Paee..1I - D.L Errors.Warninas& Notes: 'ma eery lordsphac.esedwS Mme sssons sheen onthedmoln PwWe �prolecleddew if the 'm.mMnS"pnpnc.dmalearla,ane loeauon..mwn on the Won are based ,me cemenlre MLr"memeM. 'A ose:am D.Npn ra.esn a,Ims HoW M Pr.nabn More rcern wual a,eAemnemons moles, PWy Isere wnmwired lDlWathgepMting 'Foal m,.pwellum,ppwwwlne HoMnaaullor,»r.re1ne 11aw 1awR..nedw amemwr mlo. Pleaaese.m.r.xwuer nnalnun a•Malnealarrep,,.n.manmmy.Mmlew. �Hfjr JUAN J. as ES UT Rn N STRUCTUr - Transfer Maroons may dAer hem Cs,,N,1 118 eaalloned(er nwWlrp c.are sM,dMdM.d Dl Mn WdM P s 1 -T ismPodIBWseeWMO WWDd,l100a lnculnVlneuaer Antal M1Blu rnnedi0ns mev attar front those stewn TMearesultsenauleMmVl SSfUNALE� 05/29/2019 ({ ('. 'a ® CFP Nelcheindso,LLC Job ID: er: 79 ay Status: Design Passed UFP tie»'Windsor,LLC Customer: 78 Maynard Rd. Northampton, MA UFP Berlin,LLC Label: FB1-2 UFP Parker,LLC Member Type: Beam I Level:2nd Floor Page 9 or n m UFP New York.LLC Member:2-1.76"x 11.875"2.0E PWLVL Date 05/294019 1058 0 Y pY .. 11. 21'10' 2 22'1 12' Graphical nJ,Nrwon. Not ToScale LoadieYJY�nAlseenuat Quick Dallecdoin 4. Rrol Live Lwtl-0 Bultllnp CWe-IRCM15 Live Low MM on 0-07@111.0-13 L/YA P.Dow,det Gunn MCColVp9y-q6D TaraI LOW MIIactlon 010011N12 LRiO Pdw LMLaW-ao Cr1uW Yishat lPos) P. 5% GIICY Yawn)la'; CMlcal a.—. a'; w Fier Died Load-15 Crlticel6M1ov Pw 1'- Unorerea Lengln ITopIBMloml-p0.y1 .00 WO3 Reactions: Maximum Analysis Read ons Smart a r( Ertl Q¢;d FIRoof now odo 000 • Ireh 5:2X1"AXIL 2XX11To 211U z2d1-0P 325X 0 60.1111osl -Forces, Maximum Load Magntutld Tyne $71111 EW l22gp Floor L,w Rooms Snow Sen.'s om U.01-ON I'M" - - Undowi 0-00 11d300 5.00I1aT "t or loll - - U'dowt 112000 21-11-12 low" 27 Do 1M, - Peml 1191.12 1HAl2 214M. TNI D1.naC0A Poi¢ 1-0J 1m 143Xm 2WMr 03,b ,;9011c Connector information: Na'JIDg ReOuiremente $0DDn Manufacturer Mgtlel TZ! Fog Member Min Seat Length Other Information 1 USP MSX<nlf <-10o 2-100 4-101Expanded Desion I— — NIA a DEW control Resuh LUE Load Combination C. Momem:Put 7678]@@11611111-12 zMaSen Pwue-3S% lw D.L GtldlMwwnrtNW) OWbfl OrUmM1 CM cal Mawr INpl OOo EII OOl Nfl GticY$M1w 911620,e261D@ 785.670 Passed 124 103 D•L U"Less Daiwa. ON 11M13 L'M P.-Ltlt - L hat LOW Dist 0-1001103.12 U140 P.-X35 - D•L Design Notes: •snarm"tlwpr wP.nw PUmNaTmPy srrmam. vary wa,.nor aLr,.r Pnw.an nrwxtlnar. TneaWleWa sae nurMaplatlw ma,Wwawa waw6mnestluwnnaaleaatlewe me. •lM mamGxprwnl4 aYnw'rrs.utl kreWna Manor NYrpalwe Ww6a tl'ewmWlw arM mwnpar. ` �`P •nn.lr.l.am daq,nw sanlxnamW wvr2 p.Neiw maaNtsm asst maemwnanien.. sane lwh mw sva eeenmmnretlm.mPlry repo � JUAN J. �) � ES-UT RA r^ -Trust s.ma,s mwaa.rrmm rewla as allmwa STRES-U au.gn wfowho Wce..,o note rdmam.t.. 21 - -Tne nocM is l.aetl w moaelW mWamv inPm 6v nw awr.Aawl Aum caartona mev dmerrcpm maw,mown. note rectum enowd til - rST£P 05/29/2019 i UFP t=LW Job ID: 190516386 Status: Design Passed UFP New WlBds01',LLC -Customer: 79 Maynard Rd. Northampton, MA 131111P I UFP Berlin,LLC Label: JI-16" D.C. UFP Pmiw,LLC Member Type: FlcorJoist I Level: 2nd Floor Faye'.10 an ® UFP NmYerk,LLC Member: 1 -11 7/6" PJI-40 @ 16" Date'.05Y 01910:58:20 1 _ 2 t GAI the 1r trr 127• are• 23'7 3B" c aPn�I uweandn- Nol Td wale Loading losfl: Quick Desian Summary: Rw LI+a Lmd-ao Budd,Cape-IRC2Us Uve Lad oanechon P01®17d5.14vO Rel nod lased.11 Ce.Ipn MCNWaIOJy-ASu r6hMIU bMeCtia OL3017L5Le U200 FMLm Loa]-e0 C aM.,!Pay -- '. IYIYCY Yarunt lNeBl IXMkY Yament INpI Floo,Ne Load15CHH-1 Spar Peesee-Ce% Unpattd Len5'�ROWBonoml-ONI1Cdi-09 Reactions: Maz mum Analysis Read ons Support $IdD EnJr Q9a4 Floor Live Roof Lim Sod' Dao Dao W00b 268=46 W'b - - 2 104609 le.l. 403.o01b 70000Ib J 230s00 2MI. 126001b Y5.W/.Z7 W 11 - Forces: i�'..� Maximum Load Magmtutles ysv %Ad ELIQ Qua Floor Live Roof Liv e Snow Un. C"e 2347L 2000IWt 53 DO lEM - - PaM 14L1-12 14L1-12 121 Mlb Connector Infomueon• Nailing Regulremenfs Sum. Manufacturer Model To Fare Member M'n Seat Lenath Other Information 7FL25116 J-100 21M 2-'Cd,l 12 NIA - Expanded Design Results: pIm Desion Dontmi Resut L2E Load Combination QiOalYpnmllPa) 1M0%Ieftoiv a4s 3515.02WR Passed-it% 1. DIL G1tlulYawnLlHp) OWWfl LWlbfl C.-IM I(Np) OOJMR GWlbfl C....1Spear 65e3710®10.10x1 14..0W lb Prose 4% 1 D C,L Uwe Lwd 0Mec9on "I a17LS1a Wal Peesed.bv. L ran Load Wweon 01745W L240 passed-LF}A o-L Design Notes: 'me-eQae.e.....s Ienglp mrin..m�mb�,.e ore lame wrbom.nn a�ewnno�.ebr n�aa n12i Errors.Warnings&Noses: - 44", T.asa]Ioa]fuwdn Ile amyl W ni:memberwem{y res to W:.K PMsc'letldW I.. �% '.'L • ` •rK manta yraep. dmerum.atl YrYiw nwm rcl Ne rePylae aeedMMecMnMliMolna mamW I •Arerys s aIle 0enpl Pas been penmred mby parsvl IadMRa,n am,M edged andmm.. Sone gea-1 Deva bean moomsd 10 eunprty JUAN l N::� 0 ES-UT 'iln m 61RUCTUr -rreMe,wluns mar deer 1..11 re h SO.1.Oar WON roam old M9.t bad dseb mp 1 -rasa radon I.posed on m.eled tuMuwm nolo bw ma use.Adael flak andulme mew sew lrom moseslgsn. mase A.e.uld be rcgyi ^� 05!29/2019 UFP Belchertuwn,LLC Job ID: 190516388 Status: Design Passed UFP New Windsor,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin.LLC Label:J3-16rr D.C. CryCFP Parker,LLC Member Type: FloorJoist I Level:2nd Floor Page:11 of n UFP New York,LLC Member: 1 -11718" PJI-40 @ 16" Date 06/291201910 50 20 12'70 3fe- _ L 12'9&R" CaePltul llluaalion- Not To Sole Loal W Rmlmi L'i Lad 40 auibrtp Doee IRC015 LreLw o01 < led lead Load,15 Design MaPgbla9r-ASO TaIlLmll0ar lion 0-02®50].14 i FwLrve Lde]-GO CrgWMpnnttllM) Rax].apL c—eare,e=Neal C.,Ym,wel" Fiwl Ossd LOM15 clinical Smar Pasee-39% p��.s�� lnErered Lanlith Topl"i-DWI902-00 1.Racoons, Mas mumAnalvs s Reactions Su000n Sint LI-11 Q=d Floor Lige Roof Live Snow II00 219WID M.WD - 2 12.7 120906 162 W o 34901 Fame, LAAWW"ie. if Maximum Load Maa nR0es Tvoe Start EW DeaD Floor Live Rooms now Umfo,m 0.W 12X05 R00nmm 53001 - - lolnt 50312 20112 -21 W Id SQUS6L information:L es ti[t SS ` _ . Nailing Reou�emenis SSi Manufacture My_Qg Tali Fa{g MMembe MM��Ln Seat Length Other In�natrmation JS' TR2118 6IDd 2-1. 1 11 N'A - E�nd�Design Results; ; Design fa r I Result Q LoadLoad� nation Cem-::dnmtPasl 16RPSI M95-Il to w502mx Paeed 47% cu DK CriEo .—m tNee gO Dll cat Cdacel MpmsngNZ O.W Dft call .mil l 55332be0M 144LOOm Paxd-39°b 1. DaL Live Load Goal n "I Ob'gNo DalO Pal -tttG@ L TOW Load Defl%9M Oagalso.1s L2,10 Pe.. Loll - D.L Design Notes: `Tmdooil.Mama ell memlM!bxe YTef>mahwmaMwN"...x (1U) •ma ease lona uro m m.asipi of".mal mayPwa mmn.m,m..es pgmeew deft am mama . Tn mgral elmmeaa eno Ipoodam eo—de mN neon ere dial medal«line wthe manor. l k0F V4 ..^ •Analysis and Datign mea iPenormeo long orxi.ipn loading from actual nodded anmuane. sameldidsmaril9vediammoduandiosamplirrradrin �1 JUAN J. �•\ RAL ES u1 Rn r^) -rremaraeiaiein emarxaa - r re%raurya.' sd gffiM66RCl)u m,r.menaea,mdmem�baaaaArnIbamhNnmeveaadminadife. T,® waeod. At j SSA)NAl 05/29/2019 ® UFP Nelche imiso LLC Job ID: er: 79 ay Status: Design Passed l!FP Nett RrindsDq LLC Customer: 79 Maynard Rd. Northampton, MA DFP Berlin,LLC Label: FB3-2 UFP Parker,LLC Member Type: Beam I Level:2nd Floor Page:1211 17 UFP New Ynrk,LLC Member: 2-1.75'x 11.875"2.0E PWLVL Dai6 OSIM01910:58:20 Y 4 4 4 4 - 1 - n• 12'T' 3B• 13 0 718" G,annoal hossurem- Nor I Soul LinLaap Red Use LcMS-NO BuilEie,Core-IRC2015 —...am 000,611-+3 V350 moya a .a 15 Daspn MCNMoI., ASD Total Load DaflxYion Om L060]05 L2a0 Fhv Live 40 Came.momen11Paa) Pawed-'91 pmol Momem(Na9) dXIcal M.—im Floor areal Logo-15 Crltlul Shear Pasuc-0016% D.soad Length'1'18.nom)-omICAJLO Reacticma• Maximum Analysis Reactions 5DDDOrt Mart E Qxad Flood Roof Live snow I 0C bUa 2.S.le 160011 H11...NIr 1]1 00 ih 2 1111. 13L0.14 2yol.Io 150011 1311.4l4Wm 2020.11 Fomes: ''.°£Ais:¢1. Maximum Load Maan nudes TVD, F= End Q6ad Foo r_Lyg 3wf Liv Sno. SMIN9pm Ym 1a 1a n.0i 0,33i - - - Le. o3m-1a %00" 2z oo lwn - - IMwrn aa5(e 1S 14 101031bT P. 042m a@m MODS, 12x6... 1M]..Ih Pom1 6 00 :0211 M,'S - nna1235.e BCB.Io Pem1 90211 04X?. 791Me - 10410430..4 910.11 Polnl +aLzm +6Mm .13 643 W-2D.Ie 47600Th Pert '211. t2A2m 5970910 - 370M200010 305NID Expanded Design Results Desann QQntrol Em" UY Load Conti na4on Cnvc. :.man)Po: i.+vamn®6@m 2utl9.1e len leaned 78. 1.15 D.Lr Cdtlu: amrsmyNo,) OMbll O.C" artc:Mwron)NW) OMba OM.f U9c:She 4197.19 ba 11-1040 9091610 P. 49% 115 Dr Lr Live Load Denxllm OOl a 9'DF+3 L'6. ...-V542 Lr .L.MMI— DfB a aind5 W. PNeM-ll2Pb Dr Lr Design NDtes: •Memem doman assumed po-r pry to ply ccmMion venly conn revere plias wnh maMacmeor ,Notes:P J pp'Ieoo the rouclure ar .ad mere s. a,,a4ULae1A1/144444 •medeae loaar,dreg�n Neae mho aemaerwe •mer..auseeme dimenriwmam rcaY-aeMvnl-Nie rp>I ra mud or the ml-re al W memom J, — •RulyvcaMDeyp'ilu50un pMamq u6lrq peGam 906,9 ban MUl 4704]:%mrdmme Swne beds mey tan CNnmo]Iyd to vimplM RM1 JUAN J 'ag ES-Ulf� sTnUClcl -nanaM1r reateonr may diner horn dearer rerun:as auaned M bundinD sodas and senmml pad avngnl-a 1011 -Asymaarl la ha9ed on modeled 041104-enrol by the user Aawl uen mndmons may deer from inose snawo These reulle ShOwa be re.I '. ,Irh 0000. a1ax,� Irl/?I Timmmm 05/29/2019 P I.Fl?Belchertumn,LLC Job ID: 19051638B Status: Design Passed IIFP New Windsor,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin,LLC Label: FBS-2 UFP Parker,LLC Member Type:Beam I Level:2nd Floor Pere:13 or 17 UFP Neal York,LLC Member: 2-1.75"x 11.875"2.0E PWLVL Deo.05126,2019 10p&8:20 b I., TV �` - 3'1012" (;aMxa,I Wahe4on-Nor To Scold Loadino fol Quick Donlon Summary: Quick Deflection Summary: vol irelnan .L Bolong CWe-wczm5 LN,Lead oeneceon .12Mm lh A once real hall 7 tradesic Melhoolo9v-Ayr Trade Load o.nm,lnn 0-0](d 1 LL Ll Lrzaa Rha.Lre Load aC Chile""',::poll messed an bM¢L Nomenl)Nee) CMlcal Momea(11he9) Rompeal Load-15 Chi Shear Pa..11% 11do—memmince nom!-30911019 Reactions: Mai mum Analvs s React ons Suagold StaK End Qaad Floor Liv Roof Live Snow 1 JLD 3C8 %9x0 '1dr.f 6:OO Il r3 CO it 2 3LH 09 3-"JGI 65G. P 1@C CC In -3CCL dOLn Forces. Maximum Load MaoneDdes Tvoe aull EfL4 Dead Floor Live Roof Sit So N.bgM OM 3-1OM 11.O31Nfl - Pen, sM sl >tl.me dame Poem 2L1M 2L1M MrCOe 53533m Pmt 4MW I.M 3790010 ]TaNle - Pni t 1-12 11 7300m - 11 W p In p)e Design Control Ral Li Load Combination Cnncal Yomem!Pea) 1776 So loft a 241,08212M W oP n ®.ed-0% 100 D.L C=1 Moment(111) Owes Owes (drltlol Monca lop) nU]en total Chiral Shear 117247111-036 78%671e Pa. 1. 1W o-L Live Lead Deflection ON e2MM L Pa. Lose - L Taal Lotl..I'- rN®2-0?O1 Lrza Padidded A'fJ - D.L Design Notes: 'mem6aleaign ala.mel hi Py to Pn connection venry olnnetlion eemay, alae wunmanwamwai Errors.Waminao d Nol `Toe oral lee .on she daa6,ofmamande,—,a adores to ma sn.,a m a..Nwpe+ea head frau me mompar chrome e11.11h,s end lomenna mwm on this report are Cased o 0e cemernne of hander m Analysis and Design ora mann performed me,mandsnloading from equal meddle wnmrp" Someloads may have Ceen molnied to nine rrympoding. w.....114a1 /'.t..,1, n ES UirRx C S1 Rocl'ifL C -nansfa mal may enfe,from dasgrre der ocodes and camera load dermshlm q .. 2)i -rob malMWdnmo]BlpwMnronrinpw or the um, AaoalhavemolJmweddis Oil der them love srwn Tneveesrni moult my all @I ;_ a ','rAA7r Ir11T11117•�aA4n 05/29/2019 ��, t �� ® F.FP Nevi Windsor, LLC Job ID: er: 79 ay Status: Design Passed UFP New S1'indsor,LLC Customer: 79 Maynard Rd. Northampton, MA UFP Berlin,LLC Label: FB2-2 UFP Parker,LLC Member Type:Beam I Level:2nd Floor page.14 of 17 I FP New York,LLC Member: 2 -1.75"x 11.875"2.0E Pl Dale.0512912019 10:5820 Y 4 b b b b 1 2 3 4 12• 2.101/4' 12" 9-8112- 12' 3.6 3/4' 2' L L � 1T 512' 3.1.1111pmeaw NmmSole RW LK LDeG 4a Dev inOCeEe-IRCMIS LHa LUG dllll 001 -14 I RW need LUG-15 Ca¢IO^MetllMobry-P90 TWILoeG DMenian 001®BC4d0 L240 F.Lira read G-6.Mamnl jil l PrW-21% Gatlin MoIUMNel Deal MDrden' lNpl Fl—.L. 15 Oral lSheer Paded-34% Dlbrzr^^Lnn.LT IDp/aollbml-ODell 0092 Reactions: Maz mum All s Reap ons S.Oltl B= End RHdd Fbor Live Raof Live Snow 1 oE0 3Ca -n W e TIe.deal W Id - 2 34112 3!604tY2.Wp 4W?W4Wlb - - 3 1341-t2 130541 =74W lb 373]=Y .WW - 4 17N 17ffi 181]WE 1Y7.W1-MMla 4MTOY�.W Ib MU'U , Maximum Load MaonButlea IM all End Do" Floor LIw Roof Live Snow Sex VAge OW 124505 11WpT 13MUn 1� mmm 1mWen ." - - dead 11-0501 110544 1M.W b 511.DY 11 W IO Pent 120 12L 165.W Ip YA.XV 3.0010 dead 1.1. 'al T1400 5W W Id - add, 150543 tSOSM 22a W le 'S9 W to - - PW11 174M9 111219 4954WIb 1022 YJ1-111000 4447031A01 W1b 3552031b Deal Control Rel Of Loatl ComE net on ( a p, Mo,Un11PUl 4572221011®303Ce 21294.W llPYIY-21% 1W DIL Cob MonMngNp Ow lad 0 lbfl Co.cal Mansel ) D.W I00 ",bfl Coad sllav 25W 3110®415U2 7WFa7E PYYG-34% 1W D-L ur.LDY lave tlU oat®80x14 11ff0 PYIM L903 Taal LOY Me.- 001�904m Val Paris]-LNas - D L L Deaign Notes: •Marded,Gaal ma,.med proper ply mVem .del p face- ✓L111114aa ell-- Wee_ be 4 n,. 444 11 C.l.XrON.TM rdu mun raj avlysa real...le,eevMnY de "ll .1ueao rd le auppMe �' l • Try Mad ba'LY UG In IM Gaeie,of lnie dry.wM"IM]b LM eVUYY.Y projected dead loops •TNemxrA,ladle 11c,amwvnn¢.aM kUbuYwnm NorWlMe LxMmlMunlanireama member / •NWyLevq Desq�YlYY pMonUGYrypxUvl WSp Fam abNlm]elY mMnona svWU n. med'.aamM n 'larplimpll u NAI[' $l R!' -malwmnbYlGO^mvdaMddde c YW bvtlleu app eMUlhrco'Aagnadayd3x M1wntllawelY. re aderded..'oiY MIM ell L � CISTEA - '� C rnmiii 05/29/2019 .. � t t I FP Beleherlown,LLC Job 10: 19051638B Status: Design Passed I IFP New Windsor,LLC Customer: 79 Maynard Rd, Northampton, MA UFP Berlin.LLC Label:J9-16"O.C. UFP Parker,LLC Member Type: FloorJoist I Level: 2nd Floor Page is o1 n t' UFP New York.LLC Member: 1 -11 718" PJI-80 @ 16" Date.0512B12010105020 1 21'er A law L L 222919' c..p.r lMunanon.xr Tose. eeaMnlsl &JNy We-RC20t5 eeN Catl LOM.15 Cespn M..."-MD TbeI LOM MIecl,m 0.110141147 WM Foelueo OM-OD hMN Memenr(Poll P.-W% Ciba a ae"aaa r= fate[I Ib— Wes Flea Deal LOee-15 Crltlol a Pee -57% ,µ.e{e��,�� undW eusew(ToWaBolaln)-60311 pp�� -1000 Maximum Analvs s Religion Sppgpl S1arS _ End Deaf FIRoof Live Spot 0w D4D vsxa .coo - - z 21 10LO Y2,o. 1s1.o sos Co to - - Fomes: Maximum Load Maonjeje Tvoe 5128 ED9 Dead Floor Live RoofLlve $now unlwm c a212. max lonl 110o1run R.", 21 21 11.12 21.11.12 1M a]le Connector Inlomodmt• NallinD Reouirements Support Manufacturer Morel Top Fare Member Min Seel:U,gth Other Information usP Too•.-.. _ _ .1J 2.1xdal1rz Na Expanded Design Results: DB1 S n r Result LPF Load Combination LnOCM Mo,nent leml WM.7BIEfl®to-114a 6B10MiEX P. see 1.00 D-L M,IUI Moment lNpl OWMM1 owbII Cltical Mament lNpl 0.0i DNEM1 QIICY Nea ®2e5E0041 1425.1100 PaeM-5M LW D-L U.L.W.I. OO own-M UOMI eiaead-l"aw - L Tour Laae Wectlm on Q1D11N LQQ Patexi D-L Design Notes: 'Tre rery,re]warq ar,m br u.K nlnnaMMtlMemela dMl%M M,l.itleawemMwnitt3) 'Toe da]ba]s uxl mtae leaps ol1111amMEM WIe agaib Mee muSae ee x,ei cow •The eamer pra0neaimeruionsaro lore(up Ypmm Bl¢«pv,Ma taMm Me mlUMe Mtlw mMLa. .•.-at. •hrelvssam Do.,'a;Been aeormeluvMaeaummea+pxamexal,roarMcaalwn. lana 5050 mry rva�re roanmmnieamsimpiry ' ,�. 'Alda]oear.wwall.ssuPPoneloylnelloitl Malvinn M@mre lloraleegl ,M byamemns - PlmeeeeemanuMaurar ineUllanon aalmr mm enlaaol I ES T R4 NI .nanarer maa�me ma emer mom easlgl.rewlumellwrel par wul� STRUCTU v w mea.ane eunlam lwl alamowpn 2) -mea recon.:eaeaam mmel.lmwureeau Nv va a.a Aalalr.0 moaa.�a m.v ems Tran lr�aa anon Trow r.awe aloaea� a �r/1/1Willi eAAAA, 05/29/2019 . ,,, r. ® IIFP Belrherl Windsor, LI Job o er; 79 : ay Status: Design Passed 1!FP \'etc 1Sindsoq LLC Customer: 79 Paaynard Rd. Northampton,MA UP Berlin,LLC Label:J5-16"O.C. I'FP Parker,LLC Member Type: FloorJoist I Level:2nd Floor Pase:16 o117 t'FP New Yak,LLC Member: 1 .11718"PJI-40 @ 16" Date:o&nM19 lose 20 IL IL IL t 7 4 3/8" 7'43/8" L i2pnleel umaaxon- Niro$ale Loading lost): Rwl,meLaaJ-4n 311'10oe.-wa015 e=J Lxa I� of Madi-Me r a Ilaxp ice'. u,emae enplblmpmmmml-o.oac cc Reactions: Maximum AnPli Ra c[s - SQOP4n Sad 1=nd ow Flooryive Roof Live Snow M0 7a4 23,00 Ix 47 00 11 - - "d 10)b 74O 110111 2zm > ]COaO 70ea9 1102611 22.0]bll - 7fMM IdIdS IMb 203b IM aw ad and Flpor Live Roof L Saone 1.1i7-0 06 7-0406 1 W 10 ]W Ib Exoanded Design Results: Errors.Warnings& Notes: >aea e pang ae. 11r�a mne paaa a ina membra pnpM1ic,tl ma MWwnon No ryM a�e bevJm me�/eM«I ne of aax.u. eFialyvsaM C.uginasbun pM mel uevp«ea.�baSq M1pm aaualmal&.]¢rtlnims. 5ane btla ma/IaYe Wnmo]IR.]lo vnda'J/.M14M `ZHJF e-435\ J J. ES-UI UT RA m� $TRUCI ur -ri«iei«re.cuon.mer am«llom.Ifio aons ncas, eu dile«epilain2mah—n 1heMeNba]ai.lnoaepna 21 -7ne noon le weaon maeel.a opnelnonaww by Ine w«. papal neJ wnalilol.m.v amenr«n inoea.naan rnem renin ii ,,rnlli//1itt1Ilt♦♦ 05/29/2019 UE, I:FP Nei% Windsor, LLC Job ID: er: 79 Say Status: Design Passed CFP Vers Windsor,LLC Customer: 79 Maynard Rd. Northampton, MA F FP Berlin,LLC Label:J4.19rr O.C. IFP Parker,LLC Member Type: FloorJoist I Level:2nd Floor ❑ase.17 or 17 UFP New Yorks,LLC Member. 1 -11 71r PJI-40 @ 16' offs,.mawl910 N.A t 910 718" - - - 9'0718" Gavmcannoma,ro?- u.,. .,- Loading lost): Quick Design Summary: Quick Deflection Summary; ao�n—Lo.a-4p a,„anaco. whoa "IT, -.1.0 'h Plo—doi-selsil(Toedonanint 1.1000 Reactions: Maximum Analysis React ons Support .saw Ead Raa4 Floor Lier Rod Liv Snow 1 0. 9Mia so oa to 1640010 -T. 6m lapin 1ro11 - �op pyla 10mas, s.sen - - 0 el 14 mi - 100 io Forces. Maximum Load Mgf des Type Stan End Dead Floor rLiv Roof bee .Snow "If— 0o0 90014 7 T mini le TO om - Point 0-06 W0 1Nm z0016 - Expanded Desian Rasubs• Errors.Warninme&Notes: 'The dead i used in the design of this member were doomed W the WagV,.,dofmtm dean Imes 'TM memos,graph[aimemm rs and lcoatians shwa oo this Igen en dM]W the umemre or the member 'nIa'vpaaa wept resdeenpMormm mn,g wecebn w.tiq rmm.ewimmwd mmwn, some toes mer reee been mmmeom e.np�rtv,woairo W_ "OFA'eg_ M, JUAN I 1 � E -Rn ft' SI RUGIur .TrergfWl msmaram.fmmaexnra Maselb,adMrbulld]M Y d, nmrdaead,sWwt,m 21 -Thla repos iemmom moaeka mnanioM inplll MhM uex.ACuel nets bondsone had,offer from those shown ThesendoWnsehorldoer _ r CIfitEA •;'�/ �`idLit L".VCF .��111111111,, 05/29/2019 v`