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30B-126 (3) 8 HINCKLEY ST SP-2019-1145 GIs#: COMMONWEALTH OF MASSACHUSETTS Mao:Blmic:30B- 126 CTFY OF NORTHAMPTON LyI_ PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cateaorv:New Striate Family House BUILDING PERMIT Permit# BP-2019-1145 Proiect# JS-2019-001854 Est.Cost:$525339.00 Fee:$1578Ao PERMISSION IS HEREBY GRANTED TO.- Const. O.Con:(,Clan: Contractor: License: Use Group: ROBERT GOYETTE JR 058035 Lot Size(sa.ft.): Owner: FREGEAN JASON& MORISSA min , Aanllcant: ROBERT GOYETTE JR AT: 8 HINCKLEY ST Applicant Address. Phone: Insurance. PO BOX 698 (413) 568-8614 WC WESTFIELDMA01086 ISSUED ON.4462079 0.00.00 TO PERFORM THE FOLLOWING WORK.-NEW SINGLE FAMILY HOUSE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Foodugs: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Cas: Fire Department Fimplate/Chimne7: 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 Occuoancv signature: FeeTVDe: Date Paid: Amount: Building 4/26/20190:00:00 $1578.40 212 Main Street,Phone(413)587-1240.Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File 4 BP-2019-1145 V 0 f\ ` V F APPLICANT/CONTACT PERSON ROBERT GOYETTE JR woa ADDRESS/PHONE PO BOX 698 WESTFIELD (413)568-8614 7 (L - 0�Np PROPERTY LOCATION 8 HINCKLEY ST O MAP 30B PARCEL 126 ZONE 0�6' THIS SECTION FOR OFFICIAL.USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT �jI Paid i�'0'-f Building Permit Filled out \ Fee Paid TvoeofConstructiow NEW SINGLE FAMILY HOUSE New Construction Non Structural interior renovations _Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or Licease 056035 3 sets of Plans/Plot Plan THE FOLLOWING 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 Registry of Deeds Proof Enclosed _Other Permits Required: Curb Cut from 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 Demolition Delay /"J y as Signature of Building Official Dam Nom: Issuance of Zoning permit does not relieve a applicant's burden/o 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 Northampto RECE I,ItrmLabjI4 -.r- Building Departme t Curb ive 212 Main Street APR 1 2 Sq"� "S tieA 7 Room 100 W 11M7 IAvNorthampton, MA 0 06� Two Sets f St phone 413-587-1240 Fax 4 -5 /Ab° I1D1N r , Is on• s APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DDWELLING SECTION 1 -SITE INFORMATION l)�� Ct •"u "S 1.1 Properly Address:ce&C' �This section to be completed by ofRc Se 8 t j„UCI�y 7- Map— h! Lot 1 .?-Q Uno NN-71k,fs7f'70Ny ^4 oloE2 Zone Overlay district Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: /V(o/'1 s S Ct (74t j 147yD1�-//I�xc,(p.Ar)gc/�.9rA'&yc Amil � 109 01/D& name 'nt) yiv Telephone pneture 2.2 Authorized A manl: tt C >71Fr�7 v I�i�l1,>)1e�'�{/Nf�ln1� mnt _ iniss G7Fr,TFiE[,or RIR/�ibS36 Name — � Current Meiling Address: Tebphone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Oficial Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 3 - Check Number This Section For Official Use Onty Building Permit Number. Date Issued: Signature Building Cwnmssimrer/Inspector of Buildings Date �or i k eCO.,it-otA hofAe& @ Cn Mfa<t A&-t- EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER 0 ONTRACTOR) �—_/+ �) '1 .. Section 4. ZONING Atl Infarmatlon Must Be Completed.Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This cdumn to be tiled N by Building ftartment Lot size /Z 017se Fr 12 0/7 se Fr Frontage 1. 9S ' 7S' Setbacks Front jW r`( k-.p i 41T Side L: R: L:! 1(b It: Rear Building Height q'.33' Bldg.Square Footage % K98O 2y8'g Open Space Footage % (Lot arts minus Wit&paved uldo #of'Parking Spaces z Fill: A vutuma&Location �Qilm00% A la AM ACW#r1V . A. Has aS�gectat Permit/Variance/Finding ever been issued for/on the site? / NO V DONT KNOW O YES O IF YES,date issued: IF YES: Was a permit recorded at the Registry of Deeds? NC 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 0 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 © NO d 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 d IF YES, describe size, type and location: E Will the construction activity disturb(deanng,grading,ex vation,or filing)over 1 acre or is it part of a common plan that will disturb war i am? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. �� AJ PARCEL ONE �� •\ V PARCEL TWO tt� 17,017 So ll., 3vA0RQtra 4 ._.-..... •` �, 1l�/— ® _•_•Ho1mh+YR Howe ,. _• 30B.052 �,;Zorn�ig:. URS: ,- • „y J09a11 .v e�•< 309'&01! XG-M.023 -9630 he . Joe.uz Jaa.aze . .a 3"s v SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Ed Addition ❑ Replacement Windows Alterations) Rooflrg Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs 1131 Decks [[M Siding 10) Other[a Brief Description of Proposed Work. /—CI 1',ANYrerx -4 µrn4E AS &ZAfl*e"V AL97116, W K' SJT?h%Wr&A jcv Alteration of existing bedroom_Yes J No Adding new bedroom Yes No Assts. Am Or fiF Attached Nartativ Renovating unfinished basement _Ves �No Plans Attached oil• -Sheet 5a. if Now house e and or additipin to existin h u in complete the followin a. Use of building.One Family Two Family Other It. Number of rooms in each family unit. 17 Number of Bathrooms_3 c. Is there a garage attached? NjL-s nn rr d. Proposed Square footage of new construction. .S�.34.sraFT. Dimensions A'f Y 146_x-/ e. Number of stories? 2 f. Method of heating? (j?4hO YJ4.44 #Lk Fireplaces or Woodstoves Number of each= g. Energy Conservation Compliance.�S j9&2CWa2 Masscheck Energy Compliance form attached'? K Type of construction 1Z- T .3 y� i. Is construction within 100 ft.of wetlands?_Yes I/ No. Is construction within 100 yr. floodplain_VesNo j. Depth of basement or cellar floor below finished grade v b H it. Will building conform[o the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer v/ Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERSAGENTOR CONTRACTOR APPLIES FOR BUILDING PERMIT I,_ . Ya Co I/ 'f MO/'/ CSQ rt-e- ? lt L& as Owner of the subject Prop" herebyauthorize to act behati,in at attars relative to w//o�rrk authot¢e/d by thi budding parnit application. � - '(f�('1 ..Jy (D/Z (l8 ignaN.urotiour Date 1, as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application am We and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print t re oj.Owrier/ SECTION 8-CONSTRUCTION SERWCES 8.1 Licensed Construction Supervisor: Noott Applicable 0 p Name of License Holder'. � '% ��fT� JQ , (1-1] - ,TJ-4 0JS _ Lisanea Number t�n�ioKG4R (� ��iE/O, MR o/�gG, r�i X2070 Atltlrass E>mlr n e y �kl sciy Telephone fi 8.Reatstered Home,Improvement Contractor: Not Applicable ❑ Company Name, Registration Number lAdd774i EW4t.r1�a<e Tekphon� SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVrr(M.G.L.c.152,$25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issue rtce of the building pe2 n0. Signed Affidavit Attached Yes...._. Na...... ❑ (aittj of Nirrt4ampton BAASSar4uzrtt8 �e 1 L DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton. MA 01060 Fee Calculator for Residential Properties Location : k((d (kq S% AlW77l we70�y// Square Footage Amount (�O Basement@ .20 119rg _232 - a 1sT Floor @ .50 &7 oa 2rd Floor @ .50 O OU '/2 Floors, Finish Attic, Garage @ .20 �� �n• 3 �a Deck / Parches @ .20 Total l The Commonwealth of Massachusetts Departmernif of IndmirialAccidents 7 Congress Street,Suite 700 Basion, MA 02114-2017 rrnvw mass goy/dia Txwirkers'Compersattion Insurance Affidavit:Builders/CoutnMors/Rkctriciaos/Plumbers. TO BE FILED WIT11 THE.PERMITTING AUTHORITY. Applicant Information I / Please Print Leeibly Name(Business/Organilation/Individuep: NU MM 62M FS T k"_. Address: 17.0 Kee 0$ &m SwrF "l Az Raow City/State/Zip: 01,06 jr, Phone #: 4/s -S(e$-jUZ4 Art .n emptoyerr Cheek the apprapri.w isto of ro ecl 1y'Pe P J (required): Lm am a ean,loy with enipmYees(full atwwparunw)' 7. VNew consWcfien z❑I oma solepropmaxorpmtmrshipand have noemployms working formem 8. Remodeling mayeapacity.[Nowmkers comp.insuran« required) 9. .. . ❑DemOa3E]Imahmwreongalwmkmyself[NowoAe ' mpinaurievea,no,J]t 10 Building a ddition d[]l oma bomeowna md will be MworkonmPrn ny 1 1 are th,t all convamars eider Imvewo,tera'compemanon imwmw m are sole I1.[]Electrical repairs or additions pmprnturs with no employees. 12.[]Plumbing repairs or additions 3.C]1 amageneralcontractorand]nave Hired Nusubconm' listedn�miaacM1ed sheet. 13.E]Rcofrepairs These subcontractors hove employees and M1rvc workers'umw.insu 6.[]Weareamry m mmiditseffi s hiveexaciwddcnnghtefcxcmpfionper M(iLc. 14.❑Other 152,11(0),N we hive m employees.iNo workers'comp.imwmce rewnrea.J •Any eppliranl flat checks box#1 mut oho fill out the sectioa below showing then workers'compemation gJicy�rtmtion. t llomenwners who submit this affidavit indicazing they are doag all work and then hire outside contracams mut submit a new still in,iening sucb. :Contraclon]hal check Nie htt must almcaed an aJJiii�mal.Neer sM�wing Ne name of tae mbcnntracmn anJ state whether or rod IMne rnritwr have emplomes. If the wbcoatua, ha.c emplocees.they must pnwiJe Ncir workerz'corn,.policy cumber. I am an employer that is providing workers'compensation insurance for my employees Below is the policy andjob site infarmation. Insurance Company Name:_(' of A Policy#or Self-ins.Lic.#: UACA n37667 7 Expiration Date: I I Itr lob Site Address: A W/n/CI_Fq , XCF7— City/Slate/Zip: 10.4 CIM2 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expirationdate). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine clap to$250.00 a day against the violator.A copy ofthis statement may be forwarded to the Office oflnvestigatiorls of the DIA for insurance coverage verification. I do hereby certify,under thepainc and penalties ofperjurr that the information provided above is true and correct. Si Lure: �� Date: / / Phone#: /41 Ojjkiul use only. Do not write in this area,to be completed by city or town officiat City or Town: Permit/Licensc# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/To"Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of Ne foregoing engaged in ajoint enterprise,and including the legal representatives of a deceased employer,or the receiver or tr utce of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL cbapter 152,§25C(6)also stales that"every state or local licensing agency shall withhold the issuance or renewal ofa license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence ofcompliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth not any of its political subdivisions shall enter into any contract for the performance of public work mail acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom ofthe affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/liccnse number which will be used as a reference number. In addition,an applicant that must submit multiple pennit/lice use applications in any given year,need only submit one affidavit indicating current policy information(ifnecessary)and under"Job Site Address"the applicant should write"all locations in_(city or towm)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant w proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. the Depanntent's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. #617-727-4900 ext. 7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia Home Energy Rating Certificate Property HERS Jason ft Mcrissa Fregeau Rating Type: Projected Rating Certified Energy Rater. Mark Bashista 8 Hinckley St. Rating Date: 10/14/18 Rating Number: Florence ,MA 01062 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Heating 65.6 $1459 42% General Information Cooting 2.1 $107 3% Conditioned Area 3645 sq. ft. House Type Single-family detached Hat Water 13.9 $303 9% Conditioned Volume 33763 cubic ft. Foundation Conditioned basement Lights/Appliances 29.4 $1582 45% Bedrooms 3 Photovoltaics -0.0 $-0 •0% Service Charges $48 1% Mechanical Systems Features Total 111.0 $3499 lams Heating: Fuel-fired air distribution, Propane, %.0 AFUE. Cooling: Air conditioner, Electric, 16.0 SEER. Criteria Water Heating: Instant water heater, Propane, 0.81 EF,0.0 Gal. This have meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2009 Intemational Energy Conservation Code Ventilation System Balanced: HRV, 67 dm, 34.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat-Yes;Coot-Yes 2015 International Energy Conservation Code Building Shell Features Ceiling Flat R 49.0 Stab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Watts R-21.5 Infiltration Rate Htg: 3.00 Cls: 3.00 ACH50 Foundation Walls R-21.0 Method Blower door New England Energy Raters Lights and Appliance Features 198 Sylvester Rd Percent Interior Lighting 100.00 Range/Oven Fuel Propane Florence MA 01062 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 413.570-5750 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 2.62 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REAVRate- Residential Energy Analysis and Rating Software vl 5.6.1 This information does rat constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. City of Northampton S J Massachusetts m( L LEFHRTM6MT OF BO WL G IMSMCTIMS 212 Min St t • Municipal Building North, ton, MA 01060 \ r Massachusetts Residential Building Code Section 110.R5.1.2 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 110.115.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.R5, 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 Massachusetts <<` ^ L DW MT T OF aO WL 0 IF58SC =S x. \ 313 Main S�k *Municipal Bui1din4 i C .�iF—• woxNampton, MA 01060 Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, 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: R AwK LCA sir (Please print house number and street name) Is to be disposed of at: (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: USA �It dX��- L4C'LiA1G Tdf "� SSNnI,F#M eaW --r#5741,WP YJ , CTO(.08$ (Company Name antl Atldross) %Oat � $ " re ofpoWid Applicant or Owner Datatef -T 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. Commonwealth of Massachusetts ® Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-056035 Expires: 05/01/2020 ROBERT T GOYETTE,JR P.O. BOX 698 WESTFIELD MA 01086 Commissioner r�.Ee �posnmrmlaval(.4 r�f+�laaa�adr//f Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR i TYPE:Corocralion Realsstratio Expiration 115137 12/152019 HERITAGE HOMES, INC. ROBERT T.GOYETTE PO BOX 69W456 SOUTHAMPTON RD v _ WESTFIELD, MA 01086 Undersecretary MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,NO 63017 314-434-1200 Re: 01806293 81UNCKLEY ST-NORTHAMPTON,MA The loos drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Truss Engineering,Corp.. Pages or sheets covered by this seal: 136236002 than 136236060 My license renewal date for the state of Massachusetts is June 30,2020. m v e�. February 26,201 Y Liu,Xuegang IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI7TPI-1, Chapter 2. rus Toa Ply HHLF1EY aT-HORIIVAPTON,EN - � 138i3Wb$ 1N82F3 1 1 bb Rn E TM " lmtlm03 NM rrdntaNM Car, IIXMY1 OrdrW.MA-01151, 921os Now 2o18MMIT" 1 Mon Feb 2511N132019Pye1 ]1iM11M 10F0/T2p]wpflFiRM�TgBTOBHei151M112p1mO1MeTYYIeYNtleY2YhMIK 00 x15 xis au.=1]f 1 3 -W 13 S 2 ^1 ` 1 x15 5 wAOIN0 lPa0 BPACWIi 2-DO CBL DER. In (Ire) IMell LIU PLATES GRIP TCLL 35.0 pMt�� 113 TC 0.18 Varl(LL) -0.Ot 2i x989 340 MT20 197I1H (Rood SmW5.0) �� 1.13 BC 0.09 VeyLT) -0.Ot 20 >gp9 180 TCDL 10.0 yMp Shw lry YES WB 0.00 HxgCT) -0.Op 3 Na Ne BCDL 0.0 Cope IRC20IWFM14 Maipn-P WeGht 910 FT•10% BCDL 10.0 LUMBLBi- BRACIM6 TOP CHORD 2M SPF Not TOPCHORD Sbuclurel aced shoal directly applied w x15 be puains. 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MOTES (8) 1)VMbd ASCE 7-10:VM•117MO(3eecoM pg)VaM•92mph:TCDL•5.W.BCUL .Opt,h•1ML Cat R Et B:EMbM C ExMrar(2)'.Nntye+erleftaMNg expo ;Lumber DOL•1.80plategdp DOL•100 2)TCLC M9CE T-10:Pi•35.0 PN Ibl mol anent:CaMgory II:Exp B;ParWIIY Exp.;CM.10 3)Unbalanced arrow bads nave been considered for this asol •)The buss has been designed for greater M min mof Ibe INS M 180 pal or 1 W tlmee MI roof IOad M 35.0 psf on oye th r, .wnenl wMr other 1.anni 5)This truss las been deigned for a 100 psf bo9om chord live had nolwmWrreni wire any omen INe INos. s)-This buss hes been designed fora this and of 200psf on the bottom Moo in all areas where a meangle 3b-0 W by 200 wlde will N beMeen the bottom MON am any other members. 7)Relb to glNer(s)for hays to truss wnnwlimN. 3)Parade meGlenlwl wnnealon(by others)of busy Is beMrp plane,anisette of withaUMiW 1D In uplift at polls)3.2. 9)N Pates 20 Deage Uni ss No1M aT . eP,r�F- P sl EHG� February 26,2019 OaeOolew�swXss¢a n ae+eMeapaM4n..M�Yue-ur,�g.,vmeageYXH,Ma YrweIyWauroPlomaPaw.m.e.a.aimnmMatlrwrEXw.rmPmMneXroXwYneweornaragrroaarPoh¢.H.eb,wp�q�Poi ma¢.¢eu¢,rar,ryreanXl..0Na,aleu,.a.ryu<Anampee�monnr<er mmn0+,meo.rl.,e[rseranrrrMenx+M1erarva¢rs�e,e.m.en��r+,¢„¢mp.areMP,Y¢bU�rnPo Ub�M.IX. ay.eOrmCerF,owesa.YeaWm6rN80rp+¢em,r��mEPoa at-1- rylesas�wgrhashNMnssre'rvnYxa 0. iwfibhxauAe]r] r+ Y,BxrnpraC.r5ryeM 1¢Ma0m�omu..Xp.nMnrp.lar ngm at9y ay. rwn¢ Cb3arO0a YYX63017 ob Tmes Tmas Type ON pry 8HINCIGEY ST-NORTHAMPTON,MA 82360 3 p16W293 02 Jxk-Doan 2 1 Job Refwrxw 'MMI Trvu Engineering Corp, IMknOMISS,IM-01151, m 3N0521H9 Pega1 IONWvD/T2p7voF2 -TgBW9ltMjpglm0lm oi.mYpY%ticYdbK tLo this ' iD0 1115 � 5 J lW r2- 2 2 6 t d a Jw - 1<15 ibi$ LOADING (pd) SPACING 2Q0 C31. DEFL In (bc) Well t/0 —YES GMP TCLL 33,0 PIaM Grip WL t.t6 TC 0.09 VerpLL) -0.ryb 2 >999 210 MT2ll 1Sy " (Ram Snow•33.0� Lumber OOL 1.13 BC 002 Vert(CT) -0.W 2 > 9 180 TCDL 10.0 Rep Straa inn YES NIS 0.00 Hprz(CT) -0.OD 3 We We BOLL 0.0 Code IRC201WP12016 Mamx-P migm:5lb FT-10% BCDL 100 LUMBEM1 BMCING TOPCHORO 2x4 SPF No.2 TOP CHORD SMAural wood she9mlrM directly applkV or 1b15 oc purilna. BOT CHORD 2x4 SPF No.2 BOTCHORD Rigid miling directly appllee or 10-00 oc breang. RMCTONS. (Ioolne) 3-251hePAanIMI,2-205 ,A-talMedbmam My H. 2.39(LC B) Mu Uplift 3--23(1-C 8),2--]6(LC 6) Max Orae 3t HLC 12),2-205(1-C 9),4-27(LC 5) FORCES. (Ib)-Max,Coom:Nax.Ten.-All tomes T50(b)arbea exmdwM1en shmni. ROTEfr (9) 1)Wind:ASCE 7-10;VuIW 17mph(3-eewM gust)Vasil-92mph1 TCDL-5 opsF BCDL-Sopa,h-19R Cat II;Exp B;Enuloeod,CC Exlerbrt4;oandererleRandnghtexpm*ol Lumber DOL-160plalegrip DOL-1.60 2)TCLL ASCE]-10;P 33 0 psf(flat mm —);Category Ir;Exp B;PaMMN Exp.;Ct-1.10 4)ThIs Mu Wsmwbemigned brgmaUnof mi foofIwIbign. /)ThR huss has been designed lorgremeroi min mol I'ne bad of 16.0 psi m 1008ma Wt rod bed d35.0 fMon overibys mnMa "In oNernee e as. 5)msbussbam lbsbeendesignedMfare 10,0 pNbof 20Mom Ir Mbedino chorol I.all melam one the Ioeda. 6)•mis busmen been lodm Nfor agone anboem 200ps1 on Me Wtlwn Matl in allareas WherearedaiMk 3A-0tetl by 2-0-0wlde we rbmween61erbuy antroantanyomen members. T)Rmerlemecina ical bass truss onere)o t 8)Protide m20 G.,l connector,ndeNo(by otlrers)mtruss b beeMg date capade dwlNSMmling 1001b uplMatpint(s)3.2, 9)All Plmes 20 Gauge Unl�e NaMd -kptC,.' AS�9c t February 26,2019 A 1B ro m Ne xwBsewanc'BPABa pnvm Saasoae use Ce9 I h Ve erss�lene•M sloven nPo n.nN sysN Bb 11 NIE qE p 1 Ty q h rine anE�PoM�rc.R owrell bMp q B q Eke - wn members q. a mu—n,Ononq 'm rIry EpmPom e•&Pmll w n= � iA Ym ' h[nmtion g Oe e,e�Nb7 ong o�Nssses enE Wss sVibms,see aNSVPP110uIMC M.a6& • aCBl OullElnq[ompeneM ngIM06�Y.l aE I S•M1ry lMeen•tlen Erin 1e m nss lees s e.}�B N.4e eat w an nn • ' re e . Tmn Type Ory PM HNCNIEY BT-rvOBTHwMMON.MP- 1338001 01808293 3 Jinx-Obaad 9 1 JM 18 yeT ce(calimal Fn Tmn pYMMf,Cap, IMln OrtlRIE,Ma-01151, B230a Nov 183019 WTek IMuzNes.Ina. Man FM 25130308ID19 Peat IOM'MLMVXF0yT3p]xy11Fz395nt4tyKlpiIVMBIlOkN9oEOZPCmWMINHMSv�IAI tA0 S]d SUe•1 15 3 La 3 •00 1] S I 2 1 a ala = aoI II Sid S]d lOAg11P (Pan Ill 2-00 CSL UEPL In Inc) tinea Ld fUm O.NIP TCLL 35.0 PM1e Grip Dot- 1.15 TC O.TO VM(LL) -0.OS 2A x999 2b 111120 INA" (Rad Slwtil 10) L. DDL 1.15 BC 039 Verf -0.00 24 x891 180 B ILL 10.0 Rap SpW llv YES WB 0.08 Hath 080 da Na BOLL 0.0 Cade IRCZOI3RPIZOU WM.P scrawl 17 id FT-10111 fill 08 LIMBER- BRACMG TOPCHORD 2x4 SPF No.2 TOP CHORD forood al wand Meloid,already applied!or 5-74a e PufB . BOTCHORD 2xa SPF No.2 BOTCHORD Ratio cello,dreally applbd or 10-0-0 as brechp. WEBS 2xa SPF No.2 REACTIONS (Iblsie) 2M12 8,M2]6fMechanlal Mn Has 2-101(LC 8) Max l¢IN2 I13)LC 9),M I(LC 9) Mn Gras 2M28(LC 9),a-31 HLO 9) FORCES. (Ib)-Max.Canp/Max.Ten.-Apfaaa250Ob)ormsaexDWt nMown, WEBS 34--25B1109 NOTES (9) 1)VAnd ASCE]-10;Vull-t l?mpll(1a W gust)Van 2mpo;TOOL-S OpO BCDL-5.W o-IML CM II;Exp B:EntlodeE;GC EMnort2);anaever Illi aM I,nt expert;Lumner DOL-1 BO pM1e grip DOL-180 2)TCLL ASCE]-10;f 35 0 psf(OM mof aro );Calegay II;Exp BI PMally Exp:CM 10 3)UnbeleffcM snow bads have been considerM for this design. a)The Mass has been deslgnM for Ireeterof mIn roof live and of 16o Pat de 1.00 Oma flat rad bed of 35.0 of on ovefel,. MnPlrlanellt wain other live mads. 5)Thin Mass has heal designed for a 10.0 psf ootlom GwN live bad nonanaltent door any offer IFre lade. 6)-This buss has ceen design for a live bad a 20.0psf acne boom Mad In M mass"am a redn,M 3$d tell any 2-0 what vol fit between the nonom Mord and any other members. T)older to Indians)for truss to bun canac0onn. 8)Provide mechanic mnnMlor,My offers)of nun ho bear,plana,capable dwlmaMMx,1M LI op1R at joinaa)a except UONb) 2.113 ffiiKA/9)a Planes 20 Gape Unlen Nobel13 . February 26,2019 0 was v-axa�wv..+r .n.exa ca .a rrs.. oes, ns .yosviomr e nM lirepn Polnaniaei n nFauav av ^ry emeveeb M Mm eviNme cd N dq Po M ceWd n � a Crq Mk fMbl�pa'enfWW n. r ry PofM Monp 'm Ila Po v� m F v-w m .ion. M nor, Na IIyC Rrw era ears,Cgnpgenl Invny as LM1Iy offinnionam do,lane nrmi PI C,.oaneeleMiE,MOa.6N1] IssasTran rvv TtyF PM MNCgEY 81-NORI1NIPfON,IM I]8 O1B06203 03A 1 Jet Ra4rmoelaoponell Tmas Erpinewln9 Lpp. Indian ptlwE,IM-01151, B.IIO a Ibv 16101a WTNr9J F.lrc. Mon Fab 251310 07 2019 pays t ID:U]o1WNFgT2p]W911Fi26MO1J102JI0p3tIHWULYy51ffL9seYc6LdJk_a518P[IIb11 -186 SOO 180 1 58U Sals•1 2. II 3 l0 12 5 2 1 4 3a = aH II SBO sa6 LO4DINO (M 111C914 2:0 CSI. DEF, In Mol 4tlell lM PULTES BMP _ TCL, 36.0 Ple!(WiP DOL 1.16 TC 0.68 VeryLL) AIN 2J .899 UO MT20 197/1M (Rod SrwM]S0. Lur4a DOL 1.15 BC 036 Ve0(CT) -0.OB 2J .]e3 180 TCDL 10.0 RBp3beaming YES We DW Horz(CT) OBO as we BCL, 0.0 ' Com IRCM15rtP1201a MCMIr-P NbI8M:16 k FT•10% BCD, 10.0 LUMBER- BMCMti TOPCHORD 214 SPF No.2 TOPCHORD Spuduralmill sheathing ppisel w 10 a0m brr5ing. a. BOTCXORO 2x1 SPF No3 BOT CHORD RMltl cellmg erectly allied«11140 oc Dadnp. WEBS LO SPF No3 REACTIONS. (Iress.) 2MmffiSB,hID9IMecpenlal Max Hors 2,100(LC 6) Mass,UpIA 2e­11Y(LC 6).hS0(LC e) Max Gray 2M20(LC 9),4•3o2(LC 9) FORCES. IIp)-Mex.ComplMex.Ten.-Atllaces250(Ib)aku carpel WIWn amwn. WEBS 3-4-2511105 NOTES (9) 1)NIM:ASCE]-10:W"11)mph(Sin W gust)Va 2r ..TCDL-5.OW.WDLrt.Opd:h-19R Cat II:EV B:Edloud:C-C Ex 2):canM rl aMrghtexppeed:Lanmr DOL-1.WWtegdFDOLx1.W 2)TCU:ASCE]-10:P 35,0par(6dande ):GabWq Ic F> B:PatlaP)Exp.:L 1.10 3)IJnmlar ac!pew'bents have been nonaligned W Nk deMpn, a)This boxy mg beery desgnent Ior grallerof mb and It.Iced d 180 pat ar 1,00 genes Ilal and bent d 35.0 W.userharrgx rent W6h oMive b er latla, 5)ThWas shas been eedgnea fora 10.0 vat Iutbn amen Ilya bent r mmtwMn any polar Ilya land., e)'Thla theas has man designee kra INe mina d Moput en the batmen chop In ran areas Where a reaagk 3 WI by 2-0-0Wlnte WN M EeMeen the botmm mend anal any other memmre, ])Rater In glmer(c)for apple m buu cannectlans. 6)PmyMe meManlap connedbn(by plca)awes m maHM Mate capable of W6hstanelrg 100 In uqM at pinit t expels"b) 2.112. ••+) 9)M Plate,20 Gauge Unkxs Need 7�r1F R' February 26,2019 �WIPWWa ✓wi/y eerynpenneb.pew xEnoxOrt40x 1W5axO rx[txoEOeAExxEeEnEx[E>aaEW4)ell m.lanYAla6EWafrnra none,....e..enwil WnWewn.w.mn eWWaeem s Tmeoeeouae.n" ,eraenmwedw .m e� eeronueemthea,lare,ease.....ma pr,�' .Wb—en moo me.ved n Bppw ro pmmrwylnq mrnelvewlwvxeO mNw Cas memroo mK "odor en wmmmmm�u e ewm rparae br rutiaryxdw pevem-ew'm l"e""suns mrvrv.xa pawMpevxu<. Forpm ra sierrpa.awerv,w wllbnmeol Waxsanaee,.ry .re. aIWIM GWny oluM peedeM e[sr eurrarny compomm 16¢11 S'mnyuy ld,,e ua 4My 1. avYYda lrwn Tvw lab 11.21a N.Ledges,4mu 1l2.unnCx.W2Du ren m. osnolr JOE wTylre RY HNCKlEY BT-NORTHMIPTON,MA " Ib23eWB - 01a082W J«a-0pn BygwYd dEM 1 1 JM RSMxu lasemxll I.Enpewweq C«p, Imlwr OmEN,rM-01151, 8.12015 MIS MTe baseless.Im year Flat 213: 219Papa1 ID1a9LMMFOYT2p7xFBOUIODJWLIy9EL89706b_zPM 100 S]d 1 m II .-1:163 a app 1p m II 3 1 e 2 Lj e e xa - Mill Mill �O810 (pan BPACOIQ6 2-00 081. F=LLI) m ON) I/dee tM I' lFB ORP TELL 15.0 pryplp One DOL 1.10 TO 010 000 1 M 120 Y]30 1%/1M (RootSrowtii5.0) Lumb«DOL 1.10 BC 0.08 ) 001TOO1 M 90 SELL 10.0 Rep SOess1. YES V=H 000nR(CT) 000 Ne fle BELL 00 Code IRC10150111i midirl MJeyFr01s6 FT-10% BEDL 100 LUMBER- BMCN4 TOPCHORD 2xa SPF Not TOPCHORD Stnmlurel wood sbe«EiM alrectly applied or S]d m Mallin, BOTCHORD 2,4 SPF No.2 eneept end verfeals. MBS 2x1 SPF Not BOTCHORD Rlem ceiling directly applied or l0-0.0 mbrecing. OTHERS 2sSPF Not RElICTIONS. (INsI]e) SiGVi74,2.269/1-]4,6-38]/67-0 Max Hors 2-149(LC 5) Max UpIR I 23(LC 9),2--128(LC 6).6--191(LC B) Max Grey 5-4819).T210(LC 9),6-1251LC 9) FORCES (Ib)-tlax Canp.Mex.Ten.-N lams250 ab)«MBsevepl whm Ywwn. KESS a5-35on29 1)L'm ASCE T-10;Vull-11] wi q2)2m path)Vesd-92mph;2- D12 W."- BCOL-00 r h=19M G1.W Ev B: umthe ed:C-C D«neg3)-1-0.o ri 2DOL Exlerbr(212-00 b 2-512.Com«(3)2-512 m 50-12:mntlmver leRard dpM exposed;Lumber DOL-IN plate grip DOL-1 BO 2)Treesd ndDedll. as loedsin the plane tithe MrsbuIIcI Faramdaex,MANSwind(ra2'melmtic lase),see slandeN lMuaq Gebm End Distalis es 3&0psi( «mownqu;Cheri 11; V0:PrraeperA.:Ct PI 11. J)TOLLn3 nmiPds Opal(Oarmalider ;WMW 11;EV B;PaNtlly Exp.;GM.10 5)Unmlanmd soban des 11a.!GGen mnNderM rot Mine load) 5)This lmcihasbeendesgrwElorereelerol mm molt loatlpl18.0 per«1.00llmea flat mdloadd33.0 par an oyamanes Imnle dartedt withnuoti IW Iom c e)Gable requires Mind at 2 s bottom cMN beadrp. .. 7)Gable goes speeded at20-O m. 8)This"ss Inner Eeen deal for a to Optl assistant Me n rd Ideal murmt wM any ones mda r this l . yl�W.•• •, '0C 9)-Miss puss has been desBr E for alise dad of 2SOpaf on the lwllom eii in all areas wMe a recbrkey 3dO Mtl W 200 wqe we m beerem the comm mad and any other members. re 10)PmyMe merhanleas conneveon(by others)of truss m beating gale capeWe w withstercin91 do W uplift at(oMrga)5 exoeR("b) 6yWR1 2-120.6-191 11)At Plates 20 Gauge Unless Nolent x .��. G February 26,2019 O..rxva.vrEa.r,r,..,,.r...reaa.axbrea o.,.a.xaraarvera.vrexxevrw«e.=aer. n..ramaareee o. e 0.uen wlekruxanbwu MraMavnxbn MilsEmpnnbueJ wryuwn w=�re1..Yon.needr.,xu.,m, anlJw n""i nate vs =wsa srapm.BNon we.me tiMpasbnrmust wmy me ewaudrry me=sien wn,mxn=ne PwMr�w wwlnaa mYy n4Me]blopwmrWnune ar lnwx[u.l Ws5xe0 e,woe Go,e mnrews .r.bi.u.im:ac.�,=ae=m..mxarm.aatlxMP.M..emnmalnl.e yaur l.=lnw•nnemw p=r.en'n.l.n"i.n`=•n.l wiow e.m.pm..ry.r,enm iixsV2 ,s41cdhANryl,sinnedn ..a. T..,11110 I'M 218 ry __sb_i5.l=3rz =.. ,,. 221 .osa.e9.ne acs)ammDr=mopnCeb mpe„rn oar op, n xoepp] Jcb Truss Tlasa Type OW PIy 8HNCIL YST-NORTHPMKON.IM 82 800 01801 05 Jalt-CImeE 11 1 p Rtlwxa nW Tmu Fipinewin0 Cap. InJenOMaJ,IM-01151, &Y20sNw 10 M10"Tek Ia,Ina. Mm251]W:00 Mo Pya1 ID]1'bYNNIF0yT2pTwpNFx2B80uG1OE0K E01(_KNENVBBV9PTURGo'fON30_CbChNWH -00 6310 '1M &310 Soft-1 Me 3 law u 3w G I x 1 6 4 m II w = 63+b d310 Ptak OlNels(X Y)- 12'6150-14I LOADING (ps0 SPACNR3. 2L-0 C81. OFFL. In (bc) I.tlM tM f+LATE3 :RW TGLL 33.0 Fak Grip GOL 1.15 TC 0.88 Verl(l3) -0.OB " >922 240 MT20 19711" (Roof5lww-35.0) Lumber00L 1.15 BG 0.39 Ver11Cn -0.18 L .1 100 TOOL 10.0 Rep Stress 1. Y s m 0.07 Horx(CT) -0.00 4 We We :(AL 00 CLL 0.0 Code IRCMIWPON14 M.VlnF WMghl:331E Fr-1056 : wmelR :RACING TOPCHORD 2x4 SPF Na.2 TOP CHORD Structural wootl sheahiW diiecily applied w 2-2-0m urlins, BOTCHORD 2x4SPFNo2 except end vwbaals. WEBS 20 SPF No.2 BOT CHORD RIB""Ing direc8y applied w 160.0 oc bmdng. REACTIONS. (IWaua) 5M 55,4.32111A Menbal My Hoa 5.217(LC 4) Mex Upin 4-1"(LC 4) Max Gm 5e4"(LC 1),4-391(LC 0) FORCES. (Ib)-Max.CompJMax.Ten.-Allro 250(Ib)orlemexceptwben Main. TOPCHORO 25-38&14,31-3151135 NOTE& (8) 1)Vdrd:ASCE 7-10:VuM-117mph(3aenTM gust)Vest-92mph;TCDLrtApe,BCDL-5.0w,h-19@ Cat.IC Exp B:Endosen;FC EdeMr(L);candever Ieaend ugMexpo ,Lumber DOL-180 pekgrip DOL-1.00 2)TCLL ASCE 7-1G P--35.0 psf(flet roof sumo),Category II;Exp S;Pamalry Exp.;Ct-1.10 3)T Is mes has been designed for gHener of min root live IW m 160 afor 1.W tlmes flM rMbetl d35.0 paten oHehangs MIISnv rani HIM mMr live bad, 4)This buss he.been Jealgued Fora 10.0 pat ke ft.Crom IMe load MwJnI..t wXh any other Nee I.e., 5)`TMs buss has been deslgnel br a lee bad of M.Opd on tine 1a0an ohwtl F all areas abate a mtkrgle 380 tall by 2-0 mekie wR m celween the bottom Mom am any other members. 6)Refer to gimer(s)fw Ours to"w oomacBons. 7)Pmvde mechanical oennectbn(by others)of truss to leamp page capable a wNrdendag lM lb uMft at joint(s)exeept QMb) i 4 145. 8)All Pkks 20 Gauge Unless Noted February 26,2019 Ow nMw vwl0 mxdaxn«arwa o xs cw Tresanvmauvxvwrt [s s pnaap aeema[usx. Me, o n M M1 [pl db M mab - nn pe Irp I GI IE 0 tlw h. Meng I-1 �aq Eb e, edwryd a po NaamsW. F genes YMIR ny Cllttn O56M .e.theadne Canpwrtnt cno3]Smngh/Fe e Sh1y nbrrtetlan e m ns s51rtel5ulb3II.NeY una , ase ee,M06]g11 nw rm Tyq Fry HNCIOEY W-NORTH4MPTON.MA --- 010082W 3aM-Opal I 1382:180oB bb RaMercg weem N) T.Ergilwxiq Corp, IIMn dMN,MA-01151, 5.2IDaNOvi8201111iffiTMInEustreglx. Mm FM2513MM2019 Paget ID'laiol FO/T2pJ F.29 FMEM "ENNB TURpkq , CMChNWH -100 bb15 SOE 1-00 b7-15 217 ..-uta 10i 12 ay I 2G 2 1 if 2q II b]-15 SOB b7-15 24) PMb Dneae lxrH- ¢o1-e.atal L.OI1011fi(ph TCU 35.0 SYlCetO- 200 CBL MEPC M Roc) Wstl aid Pum 01! (Rost SnaeeiG&M FMM(iIp DOL 1.15 TC 025 VerlaL) -0.OB 0 atBt 240 MT20 1WM" TCDL 10.0 eBrber WL 1'13 BC 0.38 Vrt(CT) -0.OB 5 x818 180 BCLL OA Rep Sllomakor YES thbB 0.01 HOrt(CT) 0.01 4 M We SCOL 10.0 Cooler IRC201S'Ti MCM.P Weli 221, 17-1019 LUMBER- 0- TOP CHORD 2N SPF Not TOPTOP CHCHORD BWdural ending1eangitp Directly epWlad OrS-08wm purS , BOTCHORD 2x4 SPF No.2 ept e xcend.m.roolls. MBS 2x18PF Not BOT CHORD Rigel grectl ceNlrp diy applleO or 1M go loading. RBACTIONB. (IMaee) JM1181r658.h14WANHnbN,9101IMedhanlcel Mar Hort 7-1814) Mali Up11,4e,B.5(LC 4),h41(LC 4) Min Grew Tii3B1(LC 1),aMl118),h133(LC 8) FORCER. (0)-Mss COnp .Tm.-abrus2500b)«k evaplwnen Mlvm. TOPCHORD 2-7�111111 NOTES (8) 1)V.bld:ASCE 7-10:VuIM1117mph(3 sscond Oust)VasdM2mph:TCDL-5.0pM,ECDL•5.0pd;h-1911,CM.11;EIS B;Endoaetl;C-C EMb(2);can Beer left and right exposed:Writer DOL-1.80 plate grip DOL-1.80 2)TCLL ASCE 7-f0',PF35.0 to(flat rod gni Category 11;Exp B:Partially Exp.:CM1.10 3)The tmee has been designed for greater of min rad his,load of 18.0 pal or 1.00 times flet roof load Or 35.0 pal on ewrming. "'.."rent wlln other live loads. 4)This wee nes DeM designee for a 10 a Oaf bottom dwN the load no ann examen ailing am other live loads. 5)-This boas hes been design.for a I.bed Me 20.opdm gets Mann Mqd In all ares.where a r¢pargM 3E-0t&1 by 2-0O all all M be esen the W Mm choN and any other rrMlbers 8)Retail No gUdega)for bMss m buss Monnestlon._ 7)PmNd.rrhNHniml wnnedlon Iby Matters)of buss b beemrg pMM capade d wftbaMretiog 100 la uplM M foli 4.5. 8)N Plates 20 Gape Unless Notal 4 TF SI E.NG\d February 26,2019 Ora....w.w.�vhn..r.r...,eaa.o„Mhcso,,,rae.h.awrnh�a wra....r.,t.cr e.e..hr-,.x,r�..r�Ph, e wmruuae prryxm We. ee .aopy uPp.nhhw«swwvnh..m hem,ee.wNw.lwlainu�.n=m•om ''i eIuYonMn.9emmuaxti .Mlonbeaeneb is jm—llepxa Mrem 1Porresdae gpelumdnneyl mdryseas e ypoPommMhenermmag11, gmkMmnuu enn bh,e stn v.angMb..1e 1.— ryMmill... itdxmnLw1-1n.1wIntm,— em. eNSIVInZo eM cream.osaaeg.anhwtl pmm,emmesmtslmIllusion, wndhioomnq C mporem.amnutl M1mTwa Phehe msaule21s N. ees ei )1L Pheanne, - nae@ale Mi J Job Toes Truss TWo ply Ry8MHCKlEy UT RTIVIMPTOH,MF 823b 08 p180939307 Jack-Open 2 1 Job Refwwrm TrussErlpineelhg Cwp. InEim OrMaN.IM-01151, &220 s has Is 2010 MITek IntluxNes,Inc. Mm Feb 2513:%:08 2018 Pe9a 1 10219011.tivYFO/ftp]wg11Fx23&I-MRppRMLduh0e1K3bipBRPpwD%K]RF9BWWG -1D0 2-]-15 91t5 1D0 D]-15 1QD 8®H-1269 4 aN 10.00 1 3 ax4�i z 1 e 2.4 II 2-7 -15 3915 2-)-E 1RD PMM gkeh(ILYH 13'0. A0. DI (� SPACMKI 280 CSI. OEFL in floc) IMM W PLA7E8 GRIP MILL 35.0 pate Gdp DOL 1.15 TC 0.18 Verl(LL) -O.DI &] MBB NO MT20 19]/1M (Rola Bmw•35.0) Lumber DOL 1.15 BG 0.18 VerKCT) -0.D3 6-7 M99 100 TCOL10.0 Rep Stress Inn YES M 0.03 HoddCT) 0.01 4 we We BOLL 0.00 0 BCDL Code IRCWIWPI2014 MIMI `AM41S1:190 FT.10% LUMBER SRACMIG0 TOPCHORD 2x4 SPF No.2 TOPCHORD Structural wood slleeNlrg directly appal m 3-9-15 mgaIM& BOTCHORD 2x4 SPF No.2 ucept end yedcels. WEBS 2.4 SPF No.2 BOT CHORD Rigid cellar,dMePJly applied!or 10.0.D m LraGng. REACTORS. flblalae) ]•31910.68,4M1R4edMnim45.92IMeMMoal Max Hom ]•152(-C 4) Max Uplift 4,94(LC 4),5a-ViI4) Mu G.7O1flLC 1),4.1 Nfl-C 8),5.127(LC 8) FORCES. (Ib)-Mu.CempJMu.Ten.-All(omes2M(Z)mlevexceptwlrm mor. TOPCHORD 2-7 -25M NOTES (8) 1)W :ASCE 7-10:Vu1 117mph(&x W gush VW0 2MM1 TCDL-50pM:BCOL•5.Dpsr,,h•1910 Cat ll;EW B:Ended;FC ESISS );®rrbeser IRI and night exposed:1-miter DOL-1.60 plate grip IX)Lw180 2)TCLU BBCE 7-10;Pb35.0 pst(flat mof snow):Categmy IC Exp B:PahMly Exp.:C*1.10 3)Tlas buss has been designed for greater of min roof low load of 16.0 pal or 100 times flat mot had M 35.0 Pat on overhangs rMnwnwrmn(with other Me loans. 4)ThM buss has been ceNgned fora 10 0 pas botlom Mond less load manconwrrenl yam any other Ile loads. 5)`This buss has been designed for a live load of Mapsf on Me mean Mand In all areas where are18ngle 3ft0 tall by 2-0 aside wYl M belwemt the borrom Mora and any other mem[tts. 6)RNer to girder(s)for buss to mass connectors. 7)Pmade menchanissal Corneal(by others)M Wss to lemmata,pale mpede of wnnslenaing 100 m u atMnps),4,5. 8)Ml Plates 20 Gauge Unkse No4M m v Ea: SSI Ea�e February 26,2019 Cohem am ro,-a Yr s1h al oar-our, s 5 5 MC ears shwa sWanaPoY6 eefso tngmars was tr H M M Po h epmPoM bq eoVere N mastan,01a r-ra entdadnp onn psr I. iGig ry� P p a',o norepoo.11p so,parroml ry Assen 0 lay[Mer1 W0 and SCSI aulHlrq Conporcnt I.,Sashes as.RE an,lnpmtllen e m awe. e u 12.A...andne.yA2n4 C"namem va..11 n_TyPe Pry NMGgEY BTJ1pRIHMFTON.M. 018082/3 p93!2380,8 RMxenm Icp4onal Tux EIpXMMYp Cwp, InEln pNwg,AN-01151, B.3OSN1830BL;lnAlgal 16NTWLMMF0yT2p]wssyn-MROoRMuelKtlTPdUXM7RF.IBIi0 -0-0O td8 V 1-0O 1dd 1-2-1 8ula•1'10.8 1 10M 12 m I 3 3G G 2 t 6 m II d8 L w 3t PM's 011eeb I%.V4 120.1d.0141 LAM%11,111B (Pd) BV� 2-08 Cm DERL M Bac) OUeB W 141AlF3 ORIP TOLL 35.8 PMM Grip DOL1.15 TC 0.12 Vse%LL) 400 8 sBBB 210 YT20 19l(Ra(Slww•35.0) Luitser DOL 1.18 BC 098 VseBCT) -0.01 8 sBBp 180 TOOL 10.0 Rap SBesa Iry VES m am Hors(CT) OAO 4 da has, BCLL 0.0 ' CoolsIRCMI5ITPI2014 Mil Might 14 M FT•I M BCDL 0.0 LUMBER- BR11CN(i TOPCHORD 2x4SPF No.2 TGP CHORD Namaland waaa sheathing dia"aWW ort-7A mpualns, BOTCHORD 2x48PF No.2 e.w sell sertod WEBS 2x48PF No.2 BOT CHORD RIBIa a0111ag almedYapplba or 1049 m bmMng. REACOOMIS, (IWeha) ]QB11P58,4•]1IMWunkJ,Y38B.IeMenbal Max Hors 7•118(LC4) Max UpIR 4,-U LC 4).5 U(LC 4) Mex Gray 7.281/,01).4•Bt(LC 8).5rt3(1.0 8) FORCE8. (b)-Mex.Comp.O Tm.-net 2W(A)orbmexDWg nsro MOTs , (8) 1)WBN.ASCE 7-10;VW 117mpe(3secaxl Bud)Vmg•B Mm TCDL•5,W..BCDL•5.Opd M1BR Cat II;EW B;EM Wo CC ExtmiM2).unMeer IeOaMdgMexps ;Lumlm DOL•190pMb Brlp DOL•1W 2)TCLU ASCE 7-10.PI.35.0 pd(Ila!mal mum;Cabo c II;Ewe;Partin Eq.;CW 10 3)TNM Muc.nEeen other It. Mr BreeM!d min Imf the Ima x1180 pM a 1.00 tlmee fle,rdf baa d 35.0 psl an Oveam�lBe mnSmWh s en other ed heads hera1 4)This hunts has Wenassigned WyigW fora IO 0 psioWhom 20 MON Ilse qM Om chord In a are any obs a ra tangs. 5)'Teb Was has Men tlem 0o for a live IoM d 20.Opsi an iM ldlom Mwg In all areas where a redalgb I-60 MII OY 2-0-0wMe wR er DeN.een the baaam MON and any other memlers. 81 Refer to meeahlfarbussMassc dem) truss 7)Provideme20 Gauge Unless Nn (Ey atllers)dassb MCMB F'IeM upeNadwMSMngln8100bupIIX ellalnl(a14,5. B)All PIeMa 20 GeuOe Unleu NOMtl G i a ff T 7� FSI Ft��� February 26,2019 Ow.arma.v.�wa.�mn..m.�.e.,.,ene.o nares ...wee.aereneaeevmeew- .. oeucemmlw v.anry uT.rewaa.wz.te�aa.ee�•e.,.aary��oeaym.n.lan.m m.a ne�s u,.e me eeWe ennee.'araleMe�am pse'.+eu.i e.uiM is aa•iN.•�.ae era°�mo,e meeen PeceM�'bnm deeao eery ene topaxnlmiepgemermnel immv ene pepeMeeivpe. s`nm ia , —. Ind— yggqemmm.u�1�11n ��� ,. .., ea st,111 aas, am nndo.wv eD Toss True Type Ory Py BHHCILEY ST-NORTHAMPTON,MR 138$30011 01908]9! 'n Jxk-0- 2 1 Joe RMwenw coal Toss Entreating Corp, Indian OrNeN,MA-01151, 8220.Nov 19 A19 Mi InEuslres Inc. Mon Feb 2513M 10 HH8 Pays ID24? ,,,,,0yT2phv,4IP29(lp1_AfiLErCzYwVVda5xa4ZMlpCaD_k1gWUjkxhsIF as iS 1110 1S2 9OI.-1157 3 low 1Y 3x 2 1 9 4 15.2 1S2 PIMe OIfseMOYY 12:0.1-00.1-0114:Edce 0.1-01 WIND" (per BP�CING 2-0O CBI. DEFL. In (loo) How W PLATER GRIP TCLL 35.0 Mak Gtlp DOL 1.15 TC 0.12 Verld-L) -0.00 5 X999 240 lkT 10711" (Roof Snaw35.0) Lumber DOL 1.15 BC 0.01 VeMCT) -0.005 .999 180 MDL Rep Stress 1. YES WB 0.02 Haa(CT) -000 3 We Na PULL O.0 Cope IRCZlWPI2014 MCMx-P WeipM 010 BLDL FT�10% 100 WMBER- BRACING, TOP CHORD 2x4 SPF W.2 TOPCHORD SMuorml waod sheathing directly applied or 1-5-2 ce purlins, BOT CHORD 2x4 SPF No.2 except end veriksHs. WEBS L4 SPF No.2 BOTCHORD Reda healing directly applied or 10-0.0 ac boding. REACTIONS. Rohl 5-22010.58,413II4aMenlul,Y11RAechenlMl Max Harz 5-lai 4) Mar UpIH11 (LC4),4-67(LC4),3�34(LC6) Mae Gmv 5.220(LL 1).4.36(LC 3),3.51(LC 5) FORCES. (Ib)-Max.Comp.IM®.Ten.-Ml s25O(b)orlewe ptwhensb . NOTE$- (B) 1)Wad ASCE T-10;VoHM 17mph(lsemnd gun)Vasil-92mph;TCDL-5.OW,,BLDL-5.0psf:h-191L Cat HH:Exp B;Encased;CC Exkrior(2).dare ever teff and right exposed;LumMr DOL-1.60 plate grip LDL11.60 2)TCLL ASCE 7-10.Pb35 0 pit Mn roof lima):Category HI;Exp B;Penalty Exp.;0.1.10 3)This buss has been desgndd fOr greater Mhad roof Hive lead n IBM paf or 1.00 tinea Pat mn bad W 35.0 pd an ovenhmps 4)mbnrent with other Me,loads. loschas Leen designed for a 10.0 pal bo0an c ond ave load rlmwMurRnt with any other Man beds. 5)`This Mass has been designed for a live loo]of20.Dpef on the boamn chord in all areas advise a rectangle3 WI by 2-0-0wae ell M beNreen the bottom shod and any other memcers. 6)Refer to girder(s)for truss to Muss connections. T)Provide mechanical connecibn(by Akers)of Mass to heading plans cep Ne of withakndbg IM Ib uplift at)dkt(s)S.4,3. 8)All Make 20 Gauge Unless Noted M ebruary 26,2019 xnc-vary awym pamar.xa.aaaprvdres on rrvsxxo mcwoao armx axsxnarvcs P.caml.r4ra a..1.1a ea.oas use � ycle Mfl onto vM MR. ne Teas dei heabe enHo ° S1- m Weryeoce nraryorele Nu ees9n inroln.o�eTl resign aaorau.e.awbaalo-ss idea nmlemee.Aan. b,mneml,ndv w.nmualme°rinmmaua rm.:v oenem.m°,e mentors my. nonaue ran.m pnm.nenrertene numcon,, brava deeeeev.�eosx!b,,,gvf .nn°o ,,Warni�na� waa ax�a.oasis,s Clira,..mean Rne ffixt a,.pa,lee�earemoaaaama,aemmc,21 ma.,nem,.s<eeemad.,oseoanaem amml,y[emaanem 11-t3nw"e Moeeve Re s.r.ftlnn,awa, ...� roma rNaa Plane mmwe.v . res seaar.s.mnz.nlex..ea,vnznu. see e . 3orF NN Ty1M Ry MNCIOEY SI-NORTHMpfON.LM nr 130238012 Ot®B2W 11 JtlfbW 2 1 w(optimel T.EryyxN Cors. Idn0. .M -01151. 02MSN0v6MISWeloslushen. Mat Fen 2513W:102018Ppa1 10:1. QNFDT2p1agellF & 0 NfiI-ErColobNe5az4}Mp]MOpHB ( YpMF -t-00 W-13 }H18 ' ta6 3-x13 I 6615 ' awa•tn2 m SW 1] S Se t- B 3 T mil 2 t 5 0 m- m = 7b 7b Pate(MBels f%.Y1- 130-1-12.0.2-01 LORONO (FM) TOLL 35.0 w�� 2-00 C8L DEFL M floss) when W PIMP/ am (Roof Snox+35.s FYeb Gds DOL 1.10 TC 0.N Ve gLL) -0.16 S6 N 260 MT20 We" MDL 10.0 Lumber DOL 1.15 BO OAS VagCT) -0.35 N >265 180 BCLL 0.0 Rep Shead lm YES " 0.15 HOM(CT) 000 5 Na Ns BCDL 10.0 Code IRC2015trIF12014 MallosP VJd2m 35St FT-1096 WMBBR- BR.ICPJG- TOPCHORD 2x6 SPF No.2 TOPCHORO Structual wppa sbenthing din"lmli lor6 no pudlns, BOTCHORD 2x6 SPF W.2Incept ed lkel vers. WEB$ 2x6 SPF No.2 BOTCHORO Rigid willing directly spplld or 10-0-0oc bretln0. REACTIONS. (IbAsses) 5�51&45a,5M0o/Medbnkel Mu Harz N180(!-Gfg Mu UpIW 6-7NLC 6),5�lM(LC 6) Mu Gm 6 538(LC 9).5M67(LC 9) FORCES. (Ib)-M Comp2Maa Tm.-MN 250(1b)orkssex pi nslwwn. SOTCHORD 5-0-15=13 WEBS 16-412/0,15­3891IT1 NOTE9- (9) I)W n RSCS R10;Vu"117mph(3aemd push Va 2mO.TCDL•5Dpa.BCDb5 opsf.h-IW CIL IL E y R EKb .CS Exterli-lh0b2-0U.in1eM(1)2-0 M1115E rIM2)1115W2b13;e nebrerI sMr htexwo .LumWr DOL-1 A0 plate g04 001060 21 TCLL'.ASCE 7�10,Pa35 0 pd(fla1 nod snow);Category 11:Ev B:PmMi Exp.;IJV 1 A0 3)Unbalanced snox Ioada haw been conederd W Mi.dandort 4)This Wsa has been designed for greater of min and INa land of 1110 pM or 100 tNres flat roof bad of 35.0 W on owTangs hon�nwrranl wit other lire loads. 5)Thin,truss las Seen designed for a 10.0 psi botlam tlwN IM bad lrolwmwrlmi esm any other lbs loads. b)•This trues has Eean designed fora Was load of Moped on So bottom Moth In all areas where a rectangle 3$0 Wi by 2-0-0 wide will in belween Me Wlbn GwN ad my other dreamers. 7)Refer to BlmMel for trues to Who ms.nhooli yl,. S.y0, 8)ylrovidamechankN ne (WoM )NbusstobcerlrgplatenapadedwOstadbg 1001buplRat)oings)Bexcept"IS) "S 29, 9)All Plates 20 Gauge Unless Noted ,m g FSA E � February 26,2019 Ans.-pwwxawwae..,.M..Mxeap xores px}mx.xorxnao0oarex xBrewexceveBeMeans n..rowxua,.pxL me. « ..W. pon m r t Bew w1y Mn Mrt.MomnnMon.aril,ae,gn I.W W nnry u�wwimr.n.M'm..M le Man WNMLeI aiWnpwWMm.MI be uw,rM euhip ce,gnermun venry rM eaeuhery W wupnwnmobnene pepe�b�tt mis wLwInW rM ownn Nhaq. Bndnprdxehe„axn.em wwx�p m�a�w,aw,..ee.ma,mere.wroe�.my. wan.rv.M w�mnMmeno^p hel�wr'.nw as,ly enEb newmmbwevrPp„W u— mlvry a^J powrry Nome Fm R^.,e iewiaMM a inlwwwlw,.NYwryerxBineM Mon9 er rme,er NLft SVMl mI3? 1w VA22 WIINCMh,M6awYBC91 BUIMlp[soigne. rso})Swpby Pompe He a..yra.mwwi .M.a.Mm9mssvaa mwaa.nex.Lee sawl.aw.orx.aaw�w.vaznu. eM:rcnea.Moearr '. h�bTrvas TwsTyp Ory Ply BMNCNLET 5r-N11NlIMMPTON.MA 5 ed13 019293 12 Jeal:-Open 2 1 Jab1811ffm stral T.Elpnennlq Corp. IMis pMaN.IM-01151, 8220sNw W8 MITeFIs2Mses,Inc. Mon VI251103]12019Pepe1 10 NPoYMYFpJT2DTW41F]39pMpyys2MUV5pNyP{BH]AVISMOTIyR2WZASF/Wb4E -1-0L 11-] 1 E 1-00 St-2 138 $Ie=tIs. 4 aN 11 800 12 a e a4 I J, 2 1 8 5 aII aH II L 0.0 648 LOADING (,dT SPACING, 2-0-0 CSI. OFFL In (bp) uded Jot PIATES GRIP TOLL 35.D plate GAD DOL 1.15 TG 0.24 Verl(LL) -0.03 &T N99 240 MT20 19711" (Roof Snolxw35.0) Lumber DOL 115 BC 026 Vert(CT) -0.05 &T >999 100 TCDL 10.0 Rep 811ess toer VES Wa 0.02 HordCT) 0.02 4 Na Na CLL 0.0 ' GDL 0.0 1Code IRCMlWPI2014 Mahn-P WebM5lb FT-10% Bt WBBM GRACING- TOPCHORD 2x4 SPF Not TOPCHORD Grodthal wood sMobli,direed,applid ur 449 M Prker BOT CHORD 2x4 SPF Not except end vellMals. MOS 2x4SPFNo2 BOTCHORD RiRd celling dbscfly applied or 100-0 oc breong. REACTIONS. Oblaixe) ]-30]/03 ,MlMifleWnlrel,5.106UMecbanical Max H. ]-I30(LC 6) Max URIg 7-89(LC 0),4�0(LC 6),5 5(LC S) Max Gm]-355(LC 9),4.124(LC 9),Y116(LC 9) FORCES. pp-Max.CompJMax.Ten.-hl fares250(Ib)wIem exceptvshensllaxn. TOPCHORD 2-7-202101 NOTE& (9( 1)W1nd:ASCE 7-10;VuIW 17mpb(3-semntl guaC Vasalan92mph;TCDL•5.Dp f.OCDL•5.0psl:b-ISR.Cat II:Exp a;Enclosed;CC ExbdpR2);canflexer led and right expos cl;Lumber DOL•1.0 plan grip DOL•1.0 2)TCLL ASCE T-10;P 35.0 ped(90 roof soew);Category II;Ex,B;Parai Exx;Ch1.10 3)UnNMIKed arvw loads Mxe Leen mnsldered for Nis design. 4)This buss has been designed for greater o mar rmf Hoe load o lad paf or 1.00 Woes flat roof bed of 35.0 PM on ovelllani bw ent 9h otherlhe bads, 5)Thiss boas has base designed fora 1U pal beam chord fare lasal IWrwolwlrent wflh any odder loads. 6)-This Ness has bean designed for a Ilw bed of W.Opsf on the MCom choral In all areas where a rectangle SBO fell by 2LO svlde Mi N between Ne MMM UaN and any alder members. T)Read bghtled.)for bussband.marread 115. B)PmWe mecMnloal oerneobn(by others)of buss to bearing plate capable ofwildsbndin,IN th upli tat pio(s)],4,5. 9)All Plates 20 Gauge Unless Noted m, e$ FSSf �U February20,2079 Mxe-v..,h ae ynP.r.m.o-...mxT4exdrrs ox rwsaxplxcwpeoMrex ae.Tae cealcerwr-.m 2.mosaaraev+bxa on, AO pi II onhxlln Mrtan i ' w hp p naNrs 1pn eM nma nem.na langd: news elMWla GMiN 5 gold N Rehu 1Y ch and M, ¢rPorebN a e re . e a p arearG a p e e b p a hll p 11 a e a do nae nsrMrs h.Mahnfl4nip deonp adn.1 M b h Pl�N9Ne1D Xy�dxddlC�mMrY o96® 96mleu ana eompmenr 1.11 sr a r,Nape Fe r M1amt 312 NanmaY,VP22314 eserrak,MOBMq mn Tons Typ Ory Ry 8HNCMEYST-NDHTHAMPION.MA 10082w cJ01 Diagonal H,Gids, 1 1 138238014 Tru Eignwrnlp Cup, IMIaI OrWU.IM-01151, 8.W2 Nory WIM W.Mi :p 7DpO8 Ppa1 M µ10 ID:24tWLNNtFgT2pixgYFz286hm0Ev<ONU17OgRIM'lUPN029tl1'MSOe]PoDaCGIIMO 711 1d0 µ10 soya-t16.e 4 WILED 2W 12 tUIME) 9 3 1NIIED rLED a R LA 10 a 5 NAMUM NUIED ax• Nal µt0 µ1D TOLL ( - BPADIN6 3-0-0 CSL FD� In (bc) VdeA UB PLATES GRIP(Rad Snow-35.0) Plate Gdp DOL 1.15 TC OAB -0.02 6 >999 240 MT20 19"ITCOL WB WmbwDOL 1.15 BC 0.55 -0.03 2-0 >BBB 180BCLL 0.0 apMapebI,sa15/IPI20 NO Mx0.16 0.01 5 Na We BCDL 10.0 Wet9nt 2OM FT-10% LUMBER- BRACING. TOPCHORD 2x4 SPF N0.2 TOP CHORD Structural ebOJ aneahing directly apgled w 660 oc audios. BOTCHORD 2x4 SPF N0.2 axcapt end vertical. WEBS 2x4 SPF N0.2 BOTCHORD Rind ceiling directly appled or 1O0-0Oc beobg. REACTIONS. (I nsMe) Y3B9AMedMnkal,2tl]810-]8 May Hors 2-113(LC 14) Max Uplift 5-90(LC 6),2--2w(LC e) Max G.S 42(LC 9),2-508(LC 9) FORCES. gin)-Mex.Canp�u.Ten.-Alllerces2W(lb)wleasexceptwne sa . TOPCHORD 24-792/82 BOTCHORD 2b-143/!01,58143/)01 WEBS 35-155/154 NOTES (11) 1)W1M:ASCE)-ID:VU 111mph(3-eo3nd gus8 Vesd-92mph;TCDL-50pe.BCDL-5.0pe,,h-196;Cat II;EXP B:Enclosed,OC Comeg3)-14-15W2-9-15,E rIW2)2-&15to)81,rarlAever left and Onto exposed;Lumber DDL-160 pain grip DOL-1.60 2)TCLL:ASCE7-10;PF35.0 pa(Mt motsnwv);Cae9ory II;Exp B;Part Exp.;CF1.10 3)UnbaNnced army beds have been mnaMered M only design. 4)This more hes been deagned Mr greater d min def live load of 20.0 an Or 1.00 Notes 6a roof bad of 35.0 Pa on osedmya nest vAN Inner see law., S)Vds ones has been designed bra 10.0 pa bodom chard five and nolmncurrent salt ary other live loads, 6)-This arms,has been designed bra live lead of 20.Opa on 6e bottom Ol o d M all areas where a rectangle 360 Wi by 2-0-0 wide will M helwml Me Whom oMN and any other members. �'y Tl Refer to gidagsl for We b we cennecibns. e)Pomade mechanba connection(by Others)a base to beam,pate capable a withetendbg IN M uplR at juild(sl 5 eal(p-Ib) 2-256. Qd„' O G �H 9)"NAILED'Indicates 110d(hl,18 ")ort-12d(0.140'x3.251 total per NDS guldltnea. �'- 10)In Me LOAD CASE(S)section,loads applied b Me ace W Me base are noted as front(F)or back(B). u 11)All Plates 20 Gauge Unless Noted Gil( On LAAO CME(S) Stenciand _ 1)Dead+Snow jbalembed):Lumber increase-1.15,Rae Immora-i 15 Unborn Loads(p1f) SSI E VenL 141-90,24--20 Cwaentrated Loads(Ib) Vert g 12(F-8,8-8)11-6(F-3,8-3) February 26,2019 AwA lair ..Iryu..gn...i....e—r,., a,wn6Aro wrxwm rmrAasuew'E ran noea-,e.ldvsaOlawsmxe i.se. ploru enryw0 MTe4dwn.rectorsi vel enh'ugn pnmXen sMem,aMkbanl�Mwe eulWp wegoro. km 9ebn a».e Re WIIYlno devpnem.Ywlb d�Odlud�e dapipanmeknene pge�ln �.n nil X^'emrea mG.ealM.�IbekeMYs Oe leb ane .eA4Wvvene meeme lR.e>n-M1lemiryxn-d ,I d,I e . salmonn.oarlyaeymnLM,ande,m,ss a�me:.®rrt°a:anal.amN9.eeee. mulldEnlrqoRCordonede6W1 Xe SelrylMm01on —11dRmLmPlan lemon lleXLeSR-L SuiN]1]AleVA 22314 Ch-trfiee,O i chThai Thass Type pry Py BNNCIGEV ST-NORTt1PMPTON.MA 1382YJ1115 0i'll1 CJ02 Minimal His Order 2 1 bM18Mmra 5mal Tmac Engineenn0 Corp, Intim OrduN,IM-01151, 0.2206 Nov 16201e MITeX40NUNpDg Mon Feb251393:122019 dil 1 IO:M4 W Lq WFgT2p]w9NFz2SUbmOBwLONUNpOg'!BI'AfNP2Ve11 OjRhillM][g0 W i1i W 0 -t-116 C+3 ]AO 12D8 ' vns ss2 I y1-tor I a3a 5®le=1tl3 5 NAILED N.A. 14 stn 1] NAILED NAILED1a 3N 't2 HIED 3 0 n AIA c 2 ju 15 is is ] 17 1B 2M HMLED W _ 3N_ NMLED 4Na_ HVLED 8'. NAILED NMLED o0e10 L42 71 12-0H 0420 63b 31-M 698 PIeb OXeeb IX Y}- 10:0.1-120.2-070'0.1-120.157 LOADING (pad WAGING- 2-0-0 Mi. DEFL In (had) Long W PLAlEB GRIP TCLL 33.0 pate Glp DOL 1.15 TC 0.55 VeryLL) -0.07 &> NBB 910 111 191H44 (Roof Snow 15.0) LumberDOL 1.15 BC 0.69 VBryCT) -0.10 8-7 x999 180 TCLL 10.0 Rep Stress lmx NO M 0.82 Hors(CT) 001 6 Na Na BOLL 0.0 Code IRCMIWPIM14 Madm,p Nil int 62 lb FT-10% BCDL 0.0 LUMBER- BRACWG TOPCHORD 2x6 SPF No.2 TOPCHORD SWcmrzl wccd sheathing direMy applP.H or 52-0m punln , BOTCHORO 2x6 SPF Not gmept end,egkoals. WEBS 2x6 SPF W2 BOTCHORO RMIU celling Mil applied or 9-9-11 mbrztlllg. REACTIONS. (Iblsi2e) 9-109353-],N1111RAechaniel Max Hors 9-278(LC 6) Max UpM 9--369(1_C 6),6 3M5(LC 6) MaxG. 9­1131(l_C q,6-123g1C 9) FORCES. (m)-Max.CompMex.Ten.-All flme¢250(Ib)"wrescegwben shown. TOPCHORD 2-51084563.24-1149233,311036/102 BOTCHORD 69--2]&60,]-5357575,6-]26951] KEBS 2-8--8511007.47--193/131,4612]5@]2 MOTES (12) 11 Won:ASCE 7-10;Vu11-111mph(0.ceomd Mind Va d-92mph:TCDL-5.Opsf',BCDL-5.Opsf;h-19th;Cat 11:Exp B:EnolouU:C-C Comer(3)-1-11 5 In 289,ExMbg2)289m 11-10.12,can lemr With and right unposed;Lumber DOL-1.60 pink grip DOL-1.60 2)TCLL:ASCE 7-10:1 M135 0 pM(Ibt hand shawl;Category 0;Exp B;Partial Exp.;C1-1.10 3)Unashamed snag bads have been omslGered for Nb design. 6)This truss has bean designed fa greater of man Nod live letl of 16.0 pat or 1006nles let rood bed d 350 pad on overhangs mr,oncurrand with other INe loads, 5)This Muss has seen deslgmd cora 10.0 pM bubcm cNok Mrs load mlMoncurrent"In any other use bads. 6)`els hiss has been designed era five bad M 20.0lod on the Whom MON In all areas where a rectangle 36-0 tall by 24-0wMe wN Tn beteman Me botlom MON and any other mamMe. L, .1.9 7)Reder to Magna)for buss m Mars ccnneman. 9�. 8)poMde meahanMxl mnnJbngo,oftWls)of.m baNg pale., Me M Mfirstand Ing 100 lb uqM at plgo)ex®pt(Mb) 9.359,(X35. t^ 9)-NAILED IMMa@s 3-12d(0-140x3.25.1 be-galls per NDS guMlices. 10)Ha+ger(s)or other mnlrttA0l1 devkC(s)shall be povided suflolentto support mmenbabd loaf(.)42B In draw.and 107 In up at 8-33 on bMmm Mad. The desgNesixonon M such corroding degim(s)is the responsibility,of others. _ 11)In the LOAD CASE(S)sectiwt mads applied to the face aMe Muss are nobd as bout(FI or bac,(B). �? 12)All Pfabs 20 Gauge Unless Nobel LOAD CASE(g) sbneere - 1)LWf+SnOM(balenMdl:WmW Inaea¢e-1.15.PI9y In¢rtxaee-1.15 Unlmlm Load¢(00 VM 1-2-2- 90,2-590.6-9--20 cnaentr led Loads(Ib) VM S77IFI7-d9(B)4-9(0)14-44(B)151(8)16-15(B)9-4201F)l&­81(B) Febn3ary 28,2019 �wRRWNO-11NlyvWlbt{armlwYemp REla No s',1,x SxM1,Mpxn O.. REI£..1C .xxos-anWIMRnae0l5 BF r. E rylPnlle1111,anH Wtli WTeNmnnMon.ip4aslpn is EessE onn upn pennMN59pem.eMlxMen YNn ua nor mm ne n esiem Blurt uexa �iawm 0esq^ermusl rcmy m..pgluaYna aL9nperemelersena Pop�l lmrxhxrsmlxeerd ....t brell ml roue�yowarapnwxe.Aee.and 'd...ren. em emone e r.l.rr.1.11 d.iauprv..... .1 ml.pa wnmmae peRo�a mrvgmepew...11 °r ° ....nd is,lm.e Suhu, o-sim,,am 1.b. N�xlo7 Pot,Intrre21 maw nrysemsma 314 irMM;osad.na 9cslamlame comporNm CW2e5Wna lss Blage Re SeMylnbrmetlm area a mss ee SiuC LON Lee Skeet OUN)12,Plexenana,VA 2Z314 elle a O6¢OP Jrb tuu Ilue Toa Ry HNCI(LEY 8Tl10RTHg1.py0N,Mq 136236016 01808203 F01 Floor 1 RNago T.EplmxYq Corp. IIkBMe 0.rAMd,WI-01151, BTWT2p71WU0 --EWHusYNe,I1p. M GNBD 3Q1:132018Ppa1 6�A� IO MTNItlNF0yT2p]w911Fa25M-ECpJHk069]tXcd(5i9epjBD]BY:UEIryM@MJLIMIAC 2b0 2443 6'ry Sul.=1'392 6x12 = Am = 344 = a. Fie 310 = .12 = 1 2 3 4 6 9 7 8 8 10 11 12 215 20 19 18 17 18 16 1a 1 TB = .Xd = 3a10MIMHSFP = 3rd = 49 = /.p = aw = 21100 21100 PIete OOsete fX Y1— IB:b1A EUcelf1]:0-1-8 EUx1 LOADRO (psi 3PI1CIN6 ti0 CBL DEFL te 6m1 We11 W RATES OMP TOLL 40.0 Plate Grip DDL 1.00 TC 0396 Ved(LL) -0.6013-18 x503 180 MT20 1%1144 TCOL 10.0 Lumbe DOL 1.00 BC O.BB Vel(CT) -0.8115-16 >33] 210 WORMS 1971144 BOLL 0.0 Rep Shaws Ina YES M 0.47 Hou(CT) 0.11 13 ale We BCDL 10.0 Code IRC2015RP12014 MCMx-BH W41BM 0 l FT416F,1096E LIIIIBER BRACING. TOPCHORD bat SPF 2100E 11E(ila) TOP CHORD ShmMed or purine, except end Metlmis. BOTCHORD 914 SPF 21WF 1.BEgOd) BOTCHORD Rigkl urging directly appleel or 1040 m blaring. WEBS 2x4 SPF No.2(tlap REACTIONS. Ob3aDe) 13842/65-0.20=916RAeManical FORCES. (Ib)-Max.COmp.Rdax,Ton.-Allfema3509bl orlessexmpteren shown. TOP CHORD Y-3�3691N,3J�-?853rd,433308/0,SB-5308N,&]�-531110,7-0�53111D,610�3689r0,10-11�3875N BOT CHORD 19-20842146,17-19•N4709,161]015300,15-168/5308,WSOON726,1314.042190 NEBS 11-1x-231010,2-20•-230810,11-14 1631,2-19N1631,9-1P111410,4-09-1133T,6158I831.49b1840, 613WOBI389 NOTES (7) 1)Ullbelanmd floor live bads haw been considered,for MIs design. 2)An pages are MUO plates unless otherame IrAMsted. 3)An plates are 15x3 MMO unless oMelwiu indksted. 4)Refer to girders)for"as to muse connections, 5)Ra uenmd 2x6 strongi atle,on edge,spamd at 10-0-0 m and bshne l te aaW tmu with 3-101(0.131"X T')nails. StroWbacks b be agslled to walls at their outer ends or restrained by other means. 6)CAUTION,Do not tared truss backwards. T)All Plates 20 Gauge Unless Noted �pcC<M asf� a v FPsSI February 26,2019 A wxawxp-vmna.weq�M�..e•.waapao,ts m.gs.MM MrAwea Mirex aa.aaRm p4rEr]me«.rpmppeaersoaeusa. Oeripn velMloe�enrywA.MneYB¢nneMrs.iMigsp�SGZM wryupen gremelenancvn,eMixbnlMhMue�W16p rind s ayxem rs n,IN WIHkOaeskMe mus rcnry eepgiu Tyol Mepn gnmeMrs ana gagMlmpek nanpn edutdnll mpaaeewa Hw P.notaealmpalmaagalwxx..�a.N Old mmemo-1 F on--Mewl—sldrdow emei.e.p IubsO x -ma d...'yeMbpeveni mnepx wN pesveb personal�pury ana popeM�9e. n nm pulaenq nparaMp Me weep.eeIrv.�,k=Manadtt 1ld dr,2m Ne11rOdxYe^ui 1111 pM1.,03ai�p ecalaulWm9 e^^pagM cn03i%nie mosl.e Fa Saety lMormeXon ami m uxx pleb lnxlbM.3 ee e, u a na.vP E33u ase e P14— D Tmu Tmas Tyq Ory Ry BHNCKLEY ST-NORTHPMPTON,IM 83 801] 01806293 FO1G Floor 2 2 J4RYwe a mY Truss Enpneemlp Corp. Indian OrtAVE.MA-01151. 8.230 z Nm 16 M11B MiT kImassea,Im Mm Fee 351303:14 Wig Page 1 LL1�� 1024?"LMN WT2p]w911Fz29NIi0EDuE TOE"s0K1]wjMQR000s 4lYVallMBB 200 I—li 2-2-8 Ort &ub=ti3 •9= ffi= 3a• = LB FP- ba - M9= 11 2 3 • 0 6 7 6 8 10 11 12 9 2114 JI ZI 18 18 17 16 16 14 13 DS = 3 o = 3RMlMHSPP = 3W = ffi= .1. = b9 = 23-100 23-100 Pleb Olbeb(XY)— 18'0.1-0EtlMI1Pri14Ed9e1 LAMING (pery BPa `g- 2S CSL OEFL M (op) Weft IW PLRTES GRIP TOLL 10.0 Pbta G6p DOL 1.00 TC 0.28 VeMLL) -0.1315-18 X985 180 MTM 19]/1M TCOL 10.0 Lu- DOL L00 BC 0.81 Mer(CT) -0.6115-16 N45 NO M18SHS M/1" KILL 0.0 Rep SDm 1. YES M 0.37 HwgCT) 0.00 13 Na We BOOL 10.0 Cade IRC201 U!014 MCWSH Might:1790 FT 4%F.ME LUMBER alwkcl G TOPCHORD 21MSPF2100F1.8E(Oat) TOP CHORD SDeMDetl arebOac WNllw, exaeplend v6oala. BOTCHORO 2x4 SPF 210OF 1.8E(flat) BOTCHORO RIV celn9 directly epplletl or 10-0-0oa breoln9. WEBS 2x4 SPF No.2(flat) REACTIONS. gialsie) 13.16130P 8,20•1419AleMenlcal FORCES. SDS-Mex.Comp/Mex.Ten.-M face¢350 pD)pr lease ylwxen atlovn. TOPCHORD 23�55J]N.J�•553]N,1-5«]981N,58�]961N.8-]�]8&p,]b—>981N,&10•SSBBq,10.11�850810 BOTCHORD 19-20. MW,1]-18.0/]08],16470/]981.15-18•W]881,1415•M092,13-14 W3190 WEBS 11-13•-34259,2-20•-03719,11-1402588,2-19012601,9-14�1621I0,410�185eA.&150911,41]0/125), 7-15-2849,6-1S-6M553 NOTES, (8) 1)UnMia WawaroIWW aGasasln9leuntasperslantlaN Intlustry tlHall,or loansarebDe evenly apgbl roell plies. 3)Unplatesa flMTMRsatls Dave beenwiseitleretl for Mia tlesgn. 3)M plates are MT20 plebs unless llsomi ss ildMaeal 5)AL pbtea are 1.5x3 MT2s Wunless gran oannece iMMa1M. 5)Refer to 91Ntt(s)br bass 7-o Was tonne ecl at el Reauiretlere wainmka,an edge,ends 1090 ac Md Bans beats Duss w8D 3-10tl(0.1J1'XJ')nails. BbolgDeWro De UMN,0lo nota a7-Mel/outer eMa ar ree0ellxl Ey timer means. ])CAUTION,Do not erenl WasecxwaNa. S)AL Plebe ZO Geupe Unless Need C m ' 8 FFSSi E�G� February 26,2019 A Ma hddN Oa nm4+s Ia HprEB PV a xC rE E EIyCE .alY Cep �d yn+M Ml A@ iab Malp G ly pv,p nrs sawn, a- M abp M nal v e Mp nh ue pp M e w pwwMM�ro - seep e9de p aB b OIu1M bqw I6 41 p I al N IM e N N N rtlus X.Ma penia enrenpa9 e ya rey re m dryenewpermlmlagleww.paeude penins nryry ane : fenvl"l ` .na Maeayelem:.0e POq: mFv nnuwana npae�rm;WIXycM . tl..cB BulllnNwpepM 15nn.anePa6:ryiMe;mun:e.e:mimfP:Minmwn'vsx Lee suel.su.312.nLenene,v22314 c. mx .151111 ab Truss Trvss Tpe Ory Ry 8HINCMLEY Sr-NONTFNMPTON,L16 01608221 01GE Fbw SuppaW Oege 1 1 138R�016 d Re wa Trv�Ergnaenry Corp. IMlen OldurE,IM-01151, 82305 Nw 182018 MTM ez,Irc. Mm Fe6251]:W162018 Pye i IO:M'b11NMf 0yT2p]psIFx29MApo]iPPNgPPN9x6z211 W 3t 8p0[ip6pgCUFHgN2LOv118N 3oM„.1'x02 3r8 FP= t 2 3 < 5 6 T 6 q IU 11 12 13 N 16 16 1] 16 1B . . Irs LO 39 3B 37 E 35 3t w 32 31 30 26 26 Z] 3a 25 N 23 22 21 3M = 24tA 241A LOMEIG (p9) SPACING 2-0.0 CBL OEFL In (oc) LRAM W Ff. GRP TOLL 40.0 P1Me Grp DOL 1.OD TC O.M Vpl(LL) Ne - Na 999 IVR" TCDL 10.0WmbwDOL 1.00 BC 0.01 ValtlCn Ne - NaBCLL 0.0 Rep Stress 1. YES WB 0.02 Noa(CT) 0.00 21 Na one BCDL 10.0 Cade ORCMlWPIM14 Metr2-R 800 Fria%F.10%E LUMBER- BRACING TOPOHORD 2x1 SPF 210OF 1.BE(BM) TOP CHORD Shea01edi w 8A0 x W01na, except end wanicels. BOTCHORD WSPF 21NF 1. F(i-Eeral BOT CHORD Rigid ceding dirxey applM or 10.0.0 x baring. 21x3:2M OF 28NF 2,3E(Rat) WEBS 2M SPF No.21Tal) OTHERS 2x4 SPF No2(flab REACTIONS. Atledollps2/-1-B. (lb)- Max Gbor All axions 25D to or less at)oings)40.31,39,38,37.36,35.34,32,31.M,26,28.27,25, 25,24,23,22 FORCES. (lb)-Max.CwnplMaxTx.-Alltorces250(lb)orlessexceptwtlensbown. NOTES (6) 1)NI plates are 1.5x..1 MT20 uness OMelxlse intlicafe6. 2)Gable requllee canenuola bdom cram Waned. 3)Tarsm be Nlly andalfied Aden n ane face or egM tlateral aD.eaam(i.e.diagonal web). a)Gable studs spaced at I J .. 5)Recommand 2x8 stangbaNa,an edige,Spaced at M0. D x and fastened to barb boas wM 3104(0.131-X 3-)rens. SbongMc*s to be aftado 0 W walls st tiler outer ends or nestralr al by olber means. 6)All Plates 20 Gage Ureas Noted �. 4C mr. y� fy YJ28 F s( FaG• February 26,2019 aswAwMb. ".Pa.r..eauoxorEs on rrvs ano lrvauvso Mrax aassaaxcarxexn.are..roavrol3eawes use 1leebseW MugsuseMyaM MrwwlewG.e.mnerP,'.e e.eee o.n.p�wR.awrs znpnl..pp H Iw.n mmw.i Me n�.i�M or<�p a diesemR w.M di6y Mapncnutlrnlryne applkzNlMNEeslgnpalerrcbnmpporeMln kMrs poi onsa anglMFdM6bgevenlWGllrq olnpmJuellnxauep endorgM mynpersony.MMMnel km rys pemmrcn tnanq Is eM'eys rzpNreJbr xkdly enEb pevenl mllepewMp posslde personereyuryenp SI epMnwylIw ge.p .e Mona olp b SMporglRyNnamsh F lay CrbaleIN�o�nnaq N3el aulElrp CanpM Msebon 81desb rxn T-,Rek lnWk21a NLeL61n,312 NeonaeV4 22314 s 4 Trim Tula Typa ply Ply BHINgQEY 3T-NIXiTIlM1PTON,IM 13823MItB p1B362B.1 F82 Fbr 5 1 Yd R.W a.(orbiting TesseEyFla6p CnP, IMin OrtMU,IM-01151, 8M a NDv 192018 Wet,lMurnm es.Ire, MFee 251303:16 W19 Ppa1 111N o WvM0yT2P]w,UFZRGi-MNNO7R i3guaCLofUE9MM92andx M9 Sole.t a9.] 3m = 4612 = 3ra = 3M = 36 FP= 412 = 1 2 3 4 5 6 7 B 9 10 11 12 319 20 19 16 17 16 15 14 13 3r8= 4H = gin maH.FP = 44 = 99 = 48= 3e9 = 26t8 2618 PlfiM gfceM(J(Y}- 18'0.14 E0ce111]'0.1S EOcel L m (WT) SPACING 110 CSL OEFL F pea) YOM W PLATES (BRIP TCLL 40.0 Flele Grip DOL 1.00 TC 0.52 WS(LL) 4.551&18 .524 180 MT20 197N44 TOOL t0.0 Wool DOL 1.00 BC 0.82 1Po10CT) 4m 1&18 .351 .0. M18SHS IWM" BOLL 0.0 Rap Etren 1. YES WB 0.47 Hom(CT) 0.10 13 We We BOOL 10.0 Carle IRC20151 PO014 MMNSH W419M 100 lb FT•4%F,1ME LUMSE BRACING TOPCHORD 2x4 SPF 210OF 1.6E(W) TOPCHORD SheMNrlorlt0.Depurllne, exceplenrlveNcels. BOTCHORD 2x431`1`2100F 18E(flat)'EacepY BOTCHORD RgM ceiling rlirec"applied or 10.00 a laming. 1118:2x4 DF 285OF 23Et0a0 WEBS 2x4 SPF N..2(flat) REACTIONS. (iNaine) 13.953N-M,20.9571 FORCES. (M)-Max.ComplMax.Ten.-All forces 250(M)or les.easetwhea an.. TOPCHORD 2-3•d6B .3i 71WO.4-5 WIM.5E—WlM.&]•3427M.7E-552]10, 9-10374310,10-11J]2RT BOTCHORD 19@0.0121]5,17-19• ,17W,16-1]•015431,15-16.015431,1615b 814,13Al O 21 mm 11-13237410,2-20•-]337N,11-14-011818,2-19tl11661),&14•-11511(),4-13118810 9­1Y011532,617•ON74,B-15-437/386 MOTEL (7) 1)Unbalamxtl floor Bite earls nave Gem wnsitl for Mn[rleNgn. 2)AL plates are MTN plans unless otfiamise indicated, 3)AL plates ere 1.5x3 MT20 unless olndrvise indlcakE. 4)Re4ullerl 2M3 abongMMs,anedge,sWcarl at 10-0-0aanal fastened lo each buss with 3100(0.131'x 3')nails. Strongra ns to be atlaMM tow Ila.t Mar outer ends or reMalnda 5y other means. 5)CAUTION.O not..Wan IacbeN., 6)Due to stain M Oeptn rate of int.Was,Me flet nay miner ogectlonade vibration andsor Eeflestion.BuaOilq rlesger to consiner pmMdng means to dampen poaaltle floor Nbalion. 7)Aa Plates 20 Gauge Unless Notts C � y ,FSSi E February 26,2019 0 x .Ir I,-s ..... 6 Nprasontx9uu4nweprNalxrsnaxIs 1.1 aav 1. iar. I. _ lh.."imss .1 . lm ,1,.rM^,tie I I 0 Km p NMIr I I p a n9 m,.c a n a wn poi ilry a roe 6ahry...1- . xs ,um °. ... «. . 1!Pll IIII1 ryCrrn o. a69.M acs 9cumPcnml Baro 9M.1121 11117 ] Tmss m¢Tana pry Ply BWNCNLEY ST-NORTHAMPTON,M4 100081 F02GE Flw @ppvbp Gage 3 1 1Y23M20 Job RNerence(opposed Truss Ery resin car Indian Ordered,IM-01151, a..N.16ID10Mil.lnalres,ni Mm Feb251S.1]A19 Pepe1 ID:249o111WLF0/T2p]w946x29511-]avPTSRdCLWys YUVLMO TM9 JMMTBMlb40 8tlN•1:103 81M6Y ane[Id 1 2 13 3 4 14 5 rawal 11 1] p ry 10 9 8 T 6 N = 3114 = S5B 558 WADING (pap SPACING- 2-08 C81. F�EFLIn (lac) Ude9 Utl PLATES GPoP TCLL 40.0 Rah GOp DOL 1.00 TC 0.12 ) We - Na 999 MT20 19]/144TGDL 10.0 Lumber DOL 1.00 BC 002 ) Na - Ne 999 BCOL 10.0 CodBCUL 0.0 Repa ares In5?P12 YES V�0R01 T) 0.00 6 we Ne VApM:1911, FT-4%F,10%E WMSER- SMCR66 TOPCHORD 2x4 SPF 165OF 15Edat) TOP CHORD SlleetpM or 5-58 w pudha, evrepl end sandals. BOTCHORD 20 SPF 1650E 1.5Edab BOT CHORD Rigid ceiling dramy ai a 1040 w Madng. VVEBS 2 SPF No.2dap OTHERS 2x4 SPF No.2(fiat) REACTIONS. All beaMgs SSE. (1b)- Max Gres AAI ons2501borkssatjOin1(a)10,6,9exret1 V2(LC1),7-9O(LC1) FORCES. (lb)-Max.CanpJMax.Ten.-Alllorces250(Ib)orlesse p[e enswwn. NOTES (8) i)Gapahaere1.5K1n. unlessolsord se frog. d. 2)Cableo to NOred,Mal bass or war 3)Tawbbe slowed! ed!at1 Ir an one bass or aewrelY braced against IMerzl mosement(I.e.OlagonM woo). 4)Gable studs sperea M}JL w. 5)Rwannnend 2x6strmgbe!0 eedge,spawnat10.00epmnfdahnedto reeU base wHN 3-10d(0.131•X J•)nails. sangens)oroee alhMad n wells et)sial)W eras mores bleat by Mlrer mmna. S)In d.at orotbarwnnw8 to devises)shall be top doolabo d. TheMto wpwd wwe such htl nnewdodge) n 6 tones noxa at o-24,and 148 ID down al 2-3-12,land 1481b dam al 4-112 an bpcwrd. The Oesl9Nsdec9on of wcM1 wnnecbon devlre(s)Mme re6pollsibilry of otaMe LO T)A the LOAD CASE(S) ecwn,losses applied to he hce of the buss are noted as front(F)or bark(B) All . 8) Planar 20 Gauge Unless Ndatl LOAD CASE(S) Standard 1)Dead t Floor Lha(balanced):Lamber Illaerni 00,Plate Inaesse-1.00 Unto.Were gpi Vert 6-10--20,15--100 Cowentrdhtl Loads Mb) VM 1-158(F)iJ�148(F)14-14MF) e N R I E February 26,2019 taw4Maaabrasasrs.rialarp reaNMmlptEaox rns4wn ruwo xnex neienenee amewiem n..la0.MxesaemxE use oha body,modeb,sawln.en merewnn«ale.misaay emwa11n 11w1 wel,�lea mo e1.�e�.mr.11 elaixell.i wllane�rwllem.nm emanon ,,.Bas uxelM�E�uNba:an, mue ve .Igrr- 1.r.iell Wnmelarsen3 POPoM�mmryaem mhaeapi lnmuc overzu iWmxw=n1.wi26 m�malm endm� .mlN.��m e..i mlee.efie116ro,mor6 11-1 ^P1Biil�,.re.mw+l,elkmfiwmle e�°e uisvrr6ii a+,axe xe b,epe,eMwee l.a r-%xnal,le 21 nhurr syrl mivuen 314 erleWle,Osae6em BCSI auIIdlnBnwnPonne fp3f MaF/gppead Solely ln�nWan eve ale lniJluIG RIB NeLee 54eeleSUYe]¢,PIe®nJne.VPPYIL CMM1Ma,01063017 Tmu mss Type ply Pty BHINLNtEY STiIORTHPMPION.MA b3Y021 p1110829:1 F03 Flwv I 1 b RHxxwe Tula 6w gnirp Carp, IndenOMiiertl,MA-81151. BYl0a Nair 18Mid Mira layustrks.Ina, Man Pill 251303'.i]2018Pp1 p68ID114dWNFp.Trp]vq.IFz29Nr-Tzuy)SRECLry5YSXY1elII1M12M5NlHU%ATgNW6 1 28 i 2-1d I I Ye1e-1s6a +SG II m = +sa I 6H = m = tm m= twH I 1 2 3 5 9 T 9 In a 12 11 tU 6 m = m = 1. 11m = m = tm II 15100 1St00 P aid omega OCYH- 1I'0.1-0Etlgdl (5'0.1-0Etloel IDJI mgrat) SPAMIN(l 110 CSL DEFL N I ad"a LM PlI1TE8 MNP _�— TCLL 40.0 Pak Gdp OOL 1.00 TO 0.2J VNI(LL) -0.15 11 >BW 460 N120 191/144 TCDL 10.0 wmOerOOL 1.00 BC 0.50 VNI(Cn -0.22 11 x666 240 BOLL 0.0 RePSiresslnv YES WS 0.28 HOM(CT) 0.01 9 Na Na RCDL 10.0 Code IRC20i6rTP@014 MaMxBH WEigbt 6010 FT-4%F,10%E LUAIBEIF BRACUN TOP CHORD 2x4 SPF 165UF 1.5E(Ilep g TOPCHORD Sbeabedorff ocpudMs, exwplendYdels. BOTCHORD 2x4 SPF 165OF 1.SE(fiap BOT CHORD Rigid calling directly applied!or 10-0-0 w among. WEBS 2x4 SPF No.2gat) REACTIONS. gaNi2e) WMMeabankal,14rt 8� FORCES. (Ib)-Max.Cmp,IMax.Ten.-Alli s2Wp( orleasdxmptwbensbown. TOPCHORD 2-3-2129A,3 21M,4-0 07=,M -2110A.67 -214010 BOT CHORD 111~3105,12-13�370,11-1�370,10.11rt2370,940.011304 WE85 T-9-1407,,214-1409x11,]-10.0902,2-13�0I890,510-390140.4-13 -389129 NOTES (4) 1)Unbala d floorlrve bads bare been mnsMemtliorMM tlesgn. 2)Reler to girds for"w to truss wnnrections. 3)RemmmeM 2x6 saongbxxs,an etlge,spacetl at 10.11-0 as and Nalanetl to esoi truss wlm 110E(0.131'1(3•)r191M. Strongbad s to be amMdd to wells at Meir outs days or restrained by other means. 4)All Plaks 20 Gauge Unlesa Noted f Feb nNry 26,2019 ,,a I. a.1..nu•,wae H,dresan ma.lnoauwm rrExav'M1dNC n,rn mr...rpavronaell 1.Euse .,,aamrou aMva�ln Mn.romnnMou.ml:Engna Gf.eameWa nsenelyaaMni.vpab.a MMaualNWlea�wryonr as ry5ttm.aekrt uu.rM WYtlae aeeNan ausl altyueaa{Yualro olhnYJn Ponmebrsenap[p.Mxyn�1mpwaN i. ea ovens emiema a.eMa. eudaemaxul.el.0 anwmeaaNr,ponmwNeu4��aa...a.awaraaea.aear.aay - en..nponF•m p.na.aea eueaa Snintlm y vlM,ae;wm�.�ntlaenr r,,-Yve.reaemwaoan�ax mnnwewn wenwe m.on.i mHn.ee POF.m me.m.pne-pFn..raMmeeenwlwmid.o91119amd eemse1 au11eaN mp �l 1sxs,yveMtlemv...11..T-1Few raoml.zle 1.1.31-1 aurae 3l1.NeuMM1.vF 11314. a .No MOn Jm rm Ttp Ry ItlNC Iter-NORTIVIPFON.IM ' 103238022 Gteeex3 FmcE FmmnPMwarN 1 2m Raleotolaeaonen T.Engineering LrN, IMW Co. M-01151. 8.420sNw1B2013Mi l rc.IMMFm2513W182018 Papal ION9o011NFOxT2p)wp11F]2BBM1-0VTCW$FeTCKRSFZIy11D3NLpImuBEtw 9EISYAGY'I3eMa] r1 Som•1190 1 1 3 a 8 is ) i p 10 a ILI 20 1e 18 17 le 15 11 1] 12 11 x1 - N-100 tt-100 L0110Eq 7,.o OEFL In lap) Vdefl Va PLATES GRIP mODL 1W TC 0.03 VM(LL) Ne - Na 9B9MT2J 19]/1H TGOLLund,er DOL 100 BC 0.01 VaIdCT) NaBOLL Rep Sherr ltv YES VVH 0.02 Hare(Cn 0.00BCOL 1Cade IRC20HVI1PG014 MabM-R "M081, FT 4%F.1ME LUMBEG BMCING TOP CHORD W SPF 1830E 1.SE(flM) TOP CHORD 811aetllatl m 8-0O m W dins, exaWeM vertrale. SOTCHORD 2W SPF 16501I.SE(fl9) BOT CHORD Rigid oellkG d3a0tly applied a 10b0 a bhang. NESS 20 SPF No 2111a0 OTHERS 2x "IF No 2(8eo REACTIONS. All beaNtgs 11-100. (Ib)- MaxGm Nlnxfpna 2501Grckea MfUnt(a)20,11,1p,18.1),16,13,1a,13,12 FORCES. (Ib)-M ,ComplMm.TM.-A81Was2W(lb)br N9sexmplwMnslawn. NOTES (7) 1)M pares are 150 MT20 wastes otherwise iMketed 2)Gable requYM mnNluma baba tlwrtl beamp. 0)Tress b W lolly slreatlw0 lean line Not,or securely MaCW against laleral newnenl(Ie.diagonal web). q Gable stW s salad at 144)wc. 3)RecommeM 26 aVotgbacks.on edge.spared at 10A0 «Md IasMred m eam bass want Sl Do(0.131'x r)eaM. Sbongbacks 10 ee agamed b walls at Mae outer ends or annotated!by inter means. 6)CAUTION,Oo not erea wad bxbarda ))All Plates 20 Gauge unless Noted P O d3 a Pae.. EaE\ai,,�r 'FSI tT�� ebnlary 26 2019 Owlnrava aEao aoecs ox rws lrw mcwocn sarc.ss.sucs sada w. c. Ce�Nn vallro lw ues.u..n M. waenw—Pi owG ep�p�ramelere waxn,anti lot gnpe0m ONorovu.me wMYq .11e Pa. f apww ry npennnkrs end PopaM ne e� n�nw•11MgloprweniWWp�alrN.quw lnaaweaWw Nwa mmironaniv nave rye 0peemmmn en—p Wewu .long..a.w . d.o�s aew �N., I»1awMvc nc u.osaiw-.csie.n... canes•.n twtylotw unrvww tea?vwm mswne!t1eM uwa'mn«sui yil ee Aw-- .n_?. ,.nenvlme..1 zo.. r T Frvwu Fka r1la Type Pry HNCKlEY 6T-NORIHMPION.W HB]3L021 1809214 1 Jab 18 4TI llaotimall Trvn FagFwlnp Lap, IntlianOMW.MT-01151, B.YLOSNw wglFz . -3MI YnSftInc. Mm Ue Ulb3UT:1B 21H9 Pp1 ID'2a9e1LtlMFDJT3plwpalFiRNi-3M1aVn5tllzPpKBOFh83�01UflBfpiPICOHY}IIwB .1E o < H zeu , 1� efa11 12111 t3Y3 II 160 II 160 = 30= Iw II Iw II 26= I.W = 1 e 3 a e a �1 a If R 9 e 3ia bH= be = 3e = 1240 1240 PMY OIbob Y :0.1dE 614 LO�ONO (ve0 BpnCMfi 140 CBL OBL In 0.) wen LM FL11YEa G1w TCLL a0.0 Rwm*Gap DOL I= TC 021 Valyl am Ill >'000 w MT211 197/144 TCDL 10.0 Camper DOL 1.00 SC 038 Vert d.17 610 >'6113 2b BOLL 0.0 Rep Shwa 1. YES NB 020 Hl 0.02L T Na Ne BCDL 10.0 Dole IRC2015/111`1201e Matryl NMgbb"to FT-4W,IME TOP CHORD N4 SPF IMF I.5E(Ikt) TOPCHORO SneeMeda60.0m Wdns, erzeettpteM seltlw6. BOTCHORD 2w SPF IMF 1.5E(W) ROTCHORD Rigid mar,directly applied or 10-00 oc bracing. REBS 2e/SPF No2(11W) RUCT1O48. IlueOe) 1044860.5-,1440610.5-8 FORCFa. (Ib)-Mee.Comp lMex.Ten.-Pl lama250(Ib)arku earept when atwwn. TOP CHORD 2- 1350N,3 -I MO).n3-1350/0 BOT CHORD 0.10WH3e.8 9 1350,)4• U NESS S-7-100M,2-10 -lOooA,6MY5o6.2-9-00 w ROTES- (3) 1)Unolar ar Mott the loatls lave been mmMefed la Mh W4n. 2)Rawmmaq 3 abongll on ad,,apnoea at 10A0 a and IaakreO to eacll Vuas will,3-113d(0.131'1e 3')neM. Sam9aacts to Le alktlad k walls at Meir aider ands or rates Mby oVlx means. 3)All Plates 20 Gage Unless Naod i� �90 aL Pgo e ss E Febmary 28,2019 IlyOl, Illy layN7101D—awxaaoxorrs ox jinx nxa ixcrauu gran ncsanaxce'e�aaw.nn..v.iovsao�a aaanwa usa. wdy ..e�m;�:i=%n u�:ny`veii o °° ++gal wllaep.�awMm..a .uu'°+.v.��ee% -1- e1- e,. vin. wwl N*a>nrv•m w�.Mae,.e„e an..2,=v:.al o-i�n.a m. .•a w.1 e,vmeawm„m avlalnm. H4v1F11auIMcm.na pae+M9cel e,ul,q[anpe�n 1eM>ye�y py}b s.M1n mbrmwm ne,a¢ *rvrr Plyn,I lyt—2 1 B N me van Atyll 312 Allm QWYY.1blV11 True Typ Ory -PN aWNCXLEY BT-NORTHPMPTON.MA 138]b026 ' pI80B)B3 Fber a 1 m Ig Wa Im, Tues EapnwxM Cup, h�6•n ptllwp,MA-01131, "OaNp?w"W NRak MUYW,be Mm Fe_QMBRq:1B101BPp1 ID'1a'MLgMF0yT7aTMgIFaA6nYHaYI W¢9pIBaF1634pMtBOp9pGogHYtll W a P1E H zdU 1 o-11b $tya•1:195 +m3 II tm = as,= 1.m II 'w II 3s, = mII 1 ] 3 . 5 3 /1 In J9I B a ) AV = 1148 1188 Pleb gfaeb(X,YH 18:0.1-4Etleel.W'.0.1-0.EtlNI LOAOND (pal) SPXCIHG iJ-0 m DffL b (ba) IMNI W PLATES DSP TCLL e0.0 Pbb GDPDGL t.w TC 010 VuRLL) -0.OB 410 a898 al80 MTZO 19)/1M mm 10.0 Lumber DOL 1.00 SC 0.33 VadKCT) -0.18 410 a913 2al0 BCLL 0.0 Rep Sbe2alux YES m 010 HOZ(CT) 0.0 T Na Na BCDL 10.0 Code IRC3015RP11014 M•bxSH Assgm"b FT•4W.101YE L1IMSE O TOPCHO TOPCHORO Zxal SPF IMF 1.5E(Il I) TOP CHORD IN&ca0 or 6BOoapNWor xcept eMmong. BOT CHORD Zeal SPF 1850E 1.5EI8a0 BOT CHORD Rlgk rellllq directly aplxbe or 10.0-0¢among. VY£BS LI SPF No1(8a0 1111 T 110. (IbMI)e) 10-il 3-8.7M58A1eoranlbal FORCES. (bl-2-x125010M 41a 1950(IDI orless exwpt wlren slw«m. TOPCHORD Z-3�1991U,Sal•-1993,9,4Y-1RSq BOTCHORD 41 . . 3,i4 YNERS S)•9)60.3-10-97m. SB•0/470.2-9•dal71 NOTES (5) 1)UnMynreE Snu We bads Dene Deen conaberM for this design. 2)Refer In girder(s)fn buss b buss conneclwna. 3)Rewmmend tee atmn0luelea.on edge,abound at I p ad and unabated W eaM trust w8D 3-teal(0.131'X 31 nulla S rongbacka W be atlaoheal W walla a1 their Wor ends or mebturod by c0ber means, I)CAUTION.Do not erttt buss too x arch. 5)All Plates 20 Gauge Unless Noted 0 o?' In G G. �1 y F e SI E�T February 26,2019 AIYlwwa.« assave waees-11, 1. 1-o�xCLUMn«i,e.«uwcnce exee«n.m,...iaw,ouaw¢ac Design MbOwbsaHrtaMm.•ma ln..es,Weir Nss.'I enn.pn pam«maM.n aMgMmaqNUIWp'y✓qC lM aW asmm.aaf•a swaaewr^•«• ma<. n..Yey ei« . .r.w . q +u.ara�rr...ew. businessman . MYa, a seens wyaMTase .bruwnaMqided., Y•YnY napt]9ammypY ngpa i n0 aaYylMaYen rva•aNabnigsr Aq•bve4�m1Ta« x ew, me t n .Vx iYIV. CMArMM,M06]Oi --� ' ws ruHTH¢ ply R/ HNCKIEY BT-NORTHN.PFON.MP 180883 FOIGE Fbp 9ppMaE pMY 1 1 IbY3NR5 Jab RWwce(COOmY) Trutt EryYrwlnp Cap, Mln pltlwE,AN-01151, B.YlOa 7wg4lF 1SMReFIMuspie yWR dHNW 1]0]102 r4W F1 ID119dlMNF0yT2p]xy¢IFrIBN�%Tb)I]PNGE%yKMRCgENNBZIM1TrcN2VCh51ra8[MMS Djr Pub Sab-130.2 ]re FP= 1 2 ¢ a 5 6 ] B Y tp 11 12 13 14 1¢ 1¢ 11N tY 2) -1 1 j j 11 � 1; 20 27 N 2¢ N 'A 22 21 U = 3rA FP= ¢Y- T3B¢ IIBB LOFOBIB (q0 Si 2-09 CBL DEFL In (inc) I/rle0 Ud PLJLTES OIBP TCLL 40.0 PMb Grip DOL 1.00 TC 0.08 Vell(LL) Ne - Na 999 M]20 1W]1M TCOL 1D0 Lumber OOL 1.00 BC 0.01 Vert(CT) Ne - Ne 999 BCLL 0.0 Rep Stress 1. YES M 0.02 Hm(CT) 0.00 21 Na Na SCOL 10.0 C IRC2015y !Wl,t MepMA V3*W 15D I74W.1ME WMBER- BMCNti TOPCHORD 2x4 SPF 1650E 1.SE(fla0 TOPCHORD SbeeDed Orb Owpudbs, mceplenEeeNW¢. BOTCHORD W SPF ISSOF 1.5E(Rat) BOTCHORD ROM oelin,Ulmaey apgbda 1OL-0ac bmallp. VrE86 WSPFNOA(lleq OTHERS ha SPF No.2(flep REACT0118. FII bmdngs 23-64. (Ib) Mev Grey FII macbow FSO lb or less at)olnl(s)40,21.3g,38,3i,36,35,33,32,31,30,2g,26.2].26, 25,24,23.22 FORCES. (Ib)-Mev.CanpMm.Tm.-F11wres25o Bb)wbssevreplween Ybwn. NOTES (6) 1)FI plalec ere 1 50MTN uMess oNervlu as r ec, 2)C.ab uYes mMMuaus M N beading 3)Truss b be b*y s n adl Irwn me lana w aecureN bram'I agai leKlM mmmlent(Ia.8lprnal web). 4)G surds ap¢N at 11 ac. 5)R.mmvlU 2A almrpbacam,on edge,spaxE at 10A0 m and hMereO beada buss viva 3-108(0.131'%31 nets. sbmgbecs to w atleUled b walls e1 uxtt aNer ends w rea6Mred by o6w means. 6)FII Pa.20 Gauge Unless Waal 1. .ppc,. AsSr g m E3 6 9dF � pEO� `v^ySi Febwary 26,2019 A w.a.wr, y.,;rvm-ry+wr.r.r.r.e.raneeul+alas orv}nsarro lrvcxuoeo rre¢narenervcevacew]m,=..rao»ore ere r. peev...iwror.r.a.iu%nYIW..ewnmuore.me«eNeNrewae eXn mwrrmn.rekaer..m,e rw rr�eaww.i w��o�errFe�rrr�em e:meneand an'ew°msmre P,r....eern e.rwmm darm�n'Pee%" xeel}Mrni w.IMcauru.os erre ecsiawwnrp comPwkru rso}e srrrver edea.ee SertlrleMe�m.Xm eerum E'b rmm lns Releein PNS}r8 Nerm ent�Sun�L},Pkeenene vP 29H b Joe Trlus Tman Typo ON IS NNCItIEY BT-NORTNPM"ON,IM 1302 aw 6 �p10Y3B] F0.5 Elm 11 1 RGaaw lmWMl insErlPlwkq Cwp. In6npUlwU,NN-01151. 8.220sg 180010 L9y ln4 OAhW N Foe 261]W212018PpNt U24'Ia1LpsYFO/i2pTwBWY1961�-418KYMGM10MMg8W W W11iVN� Plot HI 2MsD 0- 3,10 3n0= bl = m = .1. = 1 ] 3 4 5 fi i 9 te`4 13 12 11 10 bH = M = 38 = TH = 17.68 1758 ILb Offs lXYL 14:0.1-0.EdN11S0-14.Ed0e1 LOADRa (M 9PACINIl 110 CK OER m 0W1 WNt IN BLATm ORP TOLL 40.0 Plate Grip DOL 1.00 TC 0.31 YwRLLI -0.2011-12 >99B 48p MT10 19784/ TOOL 10.0 Lunger DOL t.00 BC 082 VerXCT) -0.3011-t2 xe7e 210 BCU 0.0 Rep Sheasly YES INS 032 19gp(CTd 0.08 B nb Na SCOL 10.0 COY IRC201L7PI2011 ModelW lge[66 to FT•496F,IME LUMIl BRACNti TOP CHORD 2x4 SPF 1650E 1.5E(det) TOP CHORD SMetlrd w 6-00 oo W dba, exrep[eM veNrdls. BOT CHORD 2x4 SPF 16WF 1.5E(da0 BOT CHORD Rigid telling dal applled or 10A0 oo bre0ng. YrEBS 2x4 SPF No.2(da0 REACTIONS. nitrous) 14�81ASB,9•B841PSB FORCES. (D)-Mex.CompJM Tm.-Nllwces2W(M)ork e.ceptwhenllbww. TOPCHORD 25-24490.34244210.4'. 28200.58•-21490,6.7•-244W BOT CHORD 1Z14•01478,12-13.0Q028.11-12NL828.10.11.64820.9-10N1470 NESS 7-815850.2-14•-15850.7-10w(WIM,2-13•d1040.S10-59M.4-13~59290 NOTES- (4) 1)UnbalancM door low beds have sawn conWertO brMk design. 2)NI plates are1.5.3 MT20 unleae oticMSe IYke1M. 3)Recommend 2x6SVonAeetlu,on edge,a awaad al 10.od ac e�ld fastened ro eaM Wsa WN 11od(0.1]1'X 3')nolle. Strongbacks to be a08che0 b walls at their outer ends or restrained by oMer means. 4)NII Plates 20 Gauge Unless Noted d32e .y} A � 7•Vk1 ' SSI ENG February 26 2019 0 w4arxe.vnra�V�e....r.•.ru.oxarzaweruxlown�omrru aasrwuea rrar-rm....rwvmiseamae�ec bulking I k ql xY]b uw a^N wN Y7M¢me W s.TM SaT n EnM uh�Fwl Fa'w�wr.Lwn.wtl¢b r.rFNw YtlaY mlpVw0.M Mrn bb.m.eewYlpawV�wawY xwhroµ'Waliy g2xyn[wgmmen ww P.RM.�w.k mnanWl weeorerNl arlw..�plNpr gWAy web Ps.a MSW w�xri�tle tt'ronen uryena pepMe.mge[ mow mwnryl � nl o-.unq ' hbwass Iq,.'wlws]nwdwao.aTnwv.eR vn saw,'.- ewawbh.,.F,wal .wa. BN tee Sraet Sink>1].P¢ren4ne Vn]DY. nenemP . v ruw Trus T's" R/ NWRfY Bf-ROIRIMWfOH.W 10Y62a1 FOS(iE Fbu B"arsta eMM 1 1 � .w6 18 Wel, loptlonefl Trm EbnwYp Cars, IrtlisrONwa,W-01151, 6YlOSRw 163F1 Inc. 2513V3 ExBlzhW IO:zaTaLwcMoyTzoTw W Fazmn-TybvmluuFl>avplcsnanzsamlPnzomF.elznw b� sae•nms 1 2 0 / 3 a 1 a 9 1a 2tl �R 9gl2. 19 1e 11 1a 15 14 13 12 11 JY = 1186 11lUt, L010M0 (pd) ffi11Ca1I' 2-00 Cal. 013E in IM) We0 Co P1I116 Oai TCLL b.0 PIW Cwip DOL 1.00 TO O.OB VapLL) Na - Na 999 MI20 1BTDM TCDL 10.0 LutEw OOL 1.00 BC O.Ot VaaCl) Na - Ne 999 BCLL 0.0 Rep S6ew lnv YES NB 0.02 Haa(Cl) 0.00 1t We Ne BC DL 10.0 Coa IRC2015/IP=14 Moak-R Weight 37 W R 10ME LUMBER. BR11CNfi TOP CHORD Lt/SPF 165UF 1.5E(OM) TOPCHORD BMemeaa8-aOa Wdwa, exapteMveNals. BOTOHORD W SPF 165OF 1.SE(Oat) BOTCHORD RNW calling directly appllM or 10-00 a timing. WEBS 2v/BPF No.2(IIM) OTHERS 20 SPF No.2(gat) REACTIONS. All baNtgs 118 (le)- MUOm All reactions 250 to or less at joints)20.11.19,18.17,16.15.14.13.12 FORCES. (M) Max CanpoWa..Ten.-Abforas250(lb)orwuetap nshowm. NOTES (7) 1)Ae plates are 1 5A MT20 urneat dMwke IMYSIM. 2)Ge xe r!Aures antinomy Ildbm elan!beamg. ]I Truss b be fully slxaWea M1wn one face or svuely Lrarzd Walter lateral neremeal le,do ureal wab). /)Gade sees spcex1 ad 1-4 w 5)Recanmerw 24 stmngacts,on edge,spaced at 10.60 a as external to each truss wit 110,1(0.1]1'X W)rete. Sbcng[arts to W a11ar2noE to wits at Um older eras or manges by other mems. 6)CAUTION.Uo not emd soul Cacxwards. T)All Plates 20 Geu9e Unless NMea February 26,2019 O w.x»rxr. x..,ra..wngr.m.ar..ne dear xores nx rms axp xr:lr nrpwreeaeFaaevca raeaw�..a r.r.row.auasepns C Irua regi rm usionumle IMMWin, eenegc--.rcdesry Nnnbperl�oWwn penrsrns,—-,aarsRtpor ehnwlnponb a.,Musn�niNM.not ewrell wem .m:e�n _.ua^romal eIsetll1o% male,cnoarw e wen lwlgno 1em3ae.gar n Tmss mne nw1nevan Tznbe a,VAZ14 W .Moysbll -JOE Trott- -- -- Truss Type .pN %y SHNCIOHMI EYBT-h0RTPTON,MA ' 38238038 0180E393 FO6 FIar 8 1 bE ReMxlo(apYvuO Trott EnpYMaYM Cap. IMlncement,IM-01151. 83305NOv182018MITeLB Fab 351320133019 P41 IOIaio1LMNF0/Tip]wpNFr39dny]IL5N8YOnBcSpB�p5050 aV8_B_]paNNJme1Bp_VMINSB$ 613 124PD� SWe•15s0 ]b = 3M = rat 320 = ladw— a9 = 30 = 4H = 318E-1= 3M = 3i = 1 2 3 4 5 6 7 a 0 10 1113 O 14 16 10 17 �s 30 29 'M n 25 zs za S! 33 21 M 19 Is 31e = 3,11=31l 1. = fiat. = &t0 = 39 FP- M - 3W - 11812 333O 17812 154-1 PYm OINeY I%.YH 11:0.t3.Ee9e110:61d.EdRel f13:P1d.FAaeLfU:6/d.Eds1 LOAOMO(ptl) BPACNq 1J-0 CBL 06L M Oec) 08M LM PLATO Ill TCU 40B Prom GIB DOL 1.00 TC 0.08 Yul(M) 4)1)22-29 X909 450 MT20 IRM44 TCDL 10.0 Lanba DOL 1.00 BC 0.58 Y-l(CT) 31421.$9 •018 140 BOLL 0.0 Rep Sbeaalna YES WB 040 lae3(CT) 0.03 10 M Ne BCOL 10.0 Code IRC201WPIN14 wMSH WSi9ht 131 E FT•4%F,10%E LUBBER BIUICB TOPCHORO 24SPF1650F1.5E(eet) TOPCHORO Saeetll oreagm WdlnS. smplenswrIJe. BOTCHORO 2x4 SPF 1850F 1,5E(eel) BOTCHORD RgM mill"directly apWee or S-M m bracing. WEBS 2X4 SPF No3(eat) REynCTgNB. libellee) 30•SM203-8,18M1`2Mec0enlm,M•1031aA33 Max Gore W(LC 3),18530(1C 4).24.16M(LC 1) FOHCE9. pbl-Mu.CanplMax.Ten.-M 1pa®n250 Pb)amttmapleMn ellen. TOP CHORD 2-3�19069,3P198&0,45�MI11q.i)•-1303I18).)5�1303I18),69201201, 9-10•NY101,10-1111813)$,11-13•-11B3A]2,11A�181893,141A168fl10, t5-t8�tee0g BOT CHORD 29-30.20122].n-29•N2011,2aZe-x2011.25-26.201011,z4-23�]28I8]. 23-x-1311]142,22-23.311818 21-22.811618,19-21&111818.19-1 220 931 WEBS M-18-11620,8-24U18084 R 16-1 i(116,11312 11,44-1121/831,625�968g, i8-10•-1149I0,10.]A•4]4020,1619.02049,10.23•W12]0,1N9.OM3B,13@3-7201V NOTE& (6) 1)Untoabn0.tl SCa Ilse bade Ease been mneMeled to Nb margin. 2)M plates are 1 50 MT20 oaea5 mmmIss mdbal. 3)Refa to 9isearm)to truss b buss--.a. 4)Remmmend 2A sbot;lm,a,on edge,same H at 10O0 ac and formal It sem base wp03-108(0A31'%3)rale Sbon9bacJts m M alladeE to walls at Ee9 oNer ends or msbabed by o0er meena. 5)CAUTION,Do not emd bass Wcaeardr. 5)M Plates 20 GaWe Unless Notts F 6 f S� ENS\ February 28,2019 Oeaaela-r wa.atrail ..wluPlvluansunanl®rrzarrsar�3cewr rTm a...leemre o�euc o. ..aeaeaew W*arWeaa.ewe.Twawl eemeea,aweP.wWe.pew.wpbra]aMbalelalewlw.a.m ryrse seeuu.ae EhW GpapPa.rap.ewaewar+wY>eeYenPwaWee wJ P4eM M0wwaeabaelTaW aaoaea NpaMTBIa e . rMbb.PewaaeW MYWaYaI®wb.MV MCMnIYewM..Ni,WYaweY.tl PewnaaerY neleee pampa aM1 welMbf�>IReeeMwWM WnIaIOMYea Pewbdwy.aaaa alp M S,mylMurMen rvall .Tna.naaaa .3m.l Braseaalllea—m�ydw.OMBa114 bMtlNOeeNti CMaeame,MMOMITT ch Tneu Tmu Type Ory Ph' Floor NNCI9EY BT-NORTHMIPTON,L1A 8Y%02B 01806283 FO6G 1 2 HMewnwlwUwwll T.Erykwinp Coop, mtln ptlurE,IM-01151, : 9IDa Nom 16 2019MTk INwM;Iw. Mm U9 ID24oWFgT2p7w&4F3 -0Kp0NRNFee DX18Nu412DMI 0.td X. 2a0—I 1�� 2 �1H 281 1-108 Sr4s•1b50 = 3M = 316 = 36 FP=3G 11 ase 44 FP= 3Y = 3W = 1 2 3 4 5 6 7 a 8 10 11 1213 14 15 18 ti 1e � I 31 se nza Z! 26 n b n V 21 20 1e Sb= b4 = 3v6 rP= .12 = 46= pit = 3i8 = 36 W= 31.6 = sea 3[0 = n88 nNE d12 3900 _ 1188 1 Si1584 PMk 00aeia Y :0.18 14:0.1-0E a 15:0.18E 28:618E 29:0.1-0 0:0.18,Ed LOADING (W SPACING 1;% C9L UEFL 6 W in (I.) IdePIAI'� a" MILL 40.0 Plak Grip DOL 1.00 TC 0.4e VergLL) -0.212]-29 a998 '180 MT20 te]NM mm 10.0 U.~DOL t.m BC 0.55 Verl -0.312)-29 x059 240 RCLL 0.0 Rep Sheet lna NO V.R OAT H=(CT) 0.03 25 Na We RCOL 10.0 Cafe IRCMIWPI2014 Mable-SH VMpllt 254 Is FT4%F,10%E LUNBEiF 111th NG TOPCHORD 2w SPF 165OF 1.5E(Sat) TOPCHORD Sheathed erg"depurllns, easeptendwtical SOT CHORD YA SPF 165OF 1,51E(flat) BOT CHORD Rl td milln9 olr y aMiled or 0-0-0 W b 1W, Evxpt WEBS 2%4 SPF No.2gst) 104-0 es lending:3631,29-30,27-29. REACTIONS. (Ilwfta) 31-756N83,19-339Mecirenicel,25-2525 8 Mea Up"11 i9-413(LC 3) Max Gmv 31.7M(LC 3),19M661LC 4),25-2525(LC 1) FORCES. (m)-Max.Cpmp.IMUTw.-AOfarwe2W(lb)orleueaceptwbensbown. TOP CHORD 23-3171N,34--3171N,48-3171N,S7-3]81N.78-31810,8-9-0I'1M4, 9-10-W4148,10.11-N4154,11-12-73811090,12-14-73SH690,14-15-12MM Send, 15-16--1/5014/5,1&17-145W445 60TCHORD 30.31N1]63,2930.0/31]1,21-29-01380],283]--28011289,2&28�201%D. 24-25-4553M,233410]6112]8,22-23•-10]&1276,20-22-10]8112]6, 10.MF-182I955 MW 1]-19a-1031I196,11-25--211910,1]-2 28N534,11-24-N15]3,1S20.OrS09. 1,11-2,1­1 SAW 281--109110,53]--316D,2304r1520,129-]23812 3-30•-Magi 37-N1804,8-Z 313610,9-2 1415,9-25--256910 NOTES (10) 1)Fasten WsaestWg mbactasa MWieunitaspers MadinduMrydekil,oriaseremMevenlyapplkdmallpI , 2)Unaelaxed Boar live leads haw been onnsiderea for Nis design. 3)Al plead,ere 1.5x3 MT20 uNeu.9 erwise Indrated. 4)Referto91NerhhforbuumbusswnnisMens. 5)Pmv emtt n9 lwnne n(byaO )ofbusstobe Na%ropededwMs nd"nibupiMMIdntl9. a'R', 6)Rewmm MMsb Nrp ,onedge,� attO-0-O warts kskrctl m eachbuuwM 110c!(0.131'X 31 nails. SbongbaMs to be aXadned mwalls at Near outs ends ordestrairwd by WMr means. 1n ])CAUTION,Do net areal buu baalcwams. !4: 0)Hangers)oroeroonneondWWs)siWl4pmvN sm9pammsupportoxwnhekd Iwd(.). Tic deslgNSNectbn of such _ nre LO CASEs)) Ne map dsalilyifoMers. 9)NNe LOAD cGauge nets Baas applka mNeare MNe wss are mted as M1ont(F)orbYk(9). 10)All Plaad,20 Gauge Unless Noted FSS/ 3Y ' ASE(S) SkrMam 1)Dead 1) a Floor (p (baknced):Lumber Irxmase-1.00,Plate Irrcrease-1.00 Wen,Leads (p0 Vert 19-3113,1-18-07 Coneentratedl Loads(Ib) Vert Vert T!-100IXF) February 26,2019 we P.r.ee sb.*wsnror..exenaasa. sF Ux vaee - aaFoaruse 0 ,.I Mry� daw i Ogn is ,in pane a n-n and l:for en rM. Wren.na W .oy: a . - """-pin-sal,aasen o..-.and W,I 1t N eurere va na.,Moxw..v,ee.nanrmo<a memne.s o.F19 ,.m amara n,y r rn• 1- wp Wan esevene •na Pnwmaemeee. nr ane e a e kenueon loreee.omlve ekreaion.na mxnemw::eeem w.0 ryxrmrt see aN3efvn owiMOrXeM Osaresw eesl eullalne enmpnem zsSmma M063017e s.rery mrom.mn e..� rom rvsa N.mmslwle.zmatean.x,s.ile mz.ae..naw.vn znr. ..e a oslpn m Tun nrn Trye Ob Ia1J HMORIEY ST410RT,NMPTON k1P p1We2BJ T - Flan BrppeMa petle 1 1 bE R8 Was Ilaokonll T.ErpFaip Cvp, IndMnOMN,1.MA�01151, 8.2206 Nov 19P18 MiTek InMSObb,Irc. Man Fear 2010N.202M0 PapF1 ID'YaA1LNMf0yRpTxy.IFz299nuKOrap%spp29F%EOBbFONpaII1BrANtttl4zM W SOM 1103 1 2 l • s e T a a tp 2 _. m 19 19 17 1e 1s 14 n 12 11 as = M 1148 M 1041 LOlDell (RO Will 2-0 CSL OEFL In (es) VUed to pYM Bill TCLL 0.0 RYe Grip DOL1.00 TC 0.00 VWW) ma - We 999 li 11"n"TCDL 10.0 Lubber DOL 1.00 Be 0.01 VwrXCT) Ne We 999 BCLL 0.0 Rap Sinews Ma YES M 0.02 Hl0.00 11 We Na BCDL 10.0 Code IRC201VPPM010 Mebp-R VibIpIM:3)R FT-/%F.10%E LUMIl BIUCNfi TOP CHORD Zell SPF 10WF 1,5E(0M) TOPCHORD SbeeMeEpr000mpudas, exce0aneerlMaM. BOTCHORO 2a8 SPF 10WF 1,5E(IW) BOTCHORD Filled olbrO directly applied or 160.0 m mod" MBS 2xe SPF No.2(Ilet) OTHERS 2xa SPF No2(0M) REACTIONS. Allneial 114-0. (Ib)- Max Guv Al readbn,2W lD orkn atldnla)20.11,19,10,11,10,10.11.13.12 FORCES. (lb)-Mex,C p,Mn,Ten.-Atltaoes2WOb)ork:s OXOWw Nlown, NOTES- (7) t)All pates are 1.5x3 MTN uMese aPeowin Ndimkd. 2)Gabe requites wnM1nuous bdlo n Gvn beeNq. J) Truss to Im fully small from me tare or sewle ,brawn Wheat metal maremem(i.e.cagnal web). a)came slues speed at 14L oc. s)memomend 24 swnabaUs,an al spared at IDi m and lasrenn to each reuse with 310,1(0.131^x 3^)nails. Bann,meks to be laboar d b well,at the,cater ends or redrelned by othtt means. 6)CAUTION,Do nW eracl Wed backwartls. ])All Plates 20 Gauge Unless Noted February 26,2019 o—oOwn ., a a.new,..a.r..waauo dowl, .rnaw.eenoerXre.berrre ceemrw .n r.Use use eoMyvM MreYOmmwW'.ma ovaa luxE in,.d,wn. w,w, .tre aw,mrponenl.en ,enguaYm.eaebNrteuz,Xe dbep aerpnxnW reKytle elriutirryMbtlenpenrmlen mePWeMMmmWeb Nn ees nbtne awhhtl Qh GIMbpmml I,Wl ln=We lbu now uwand MM a,ienon F. JW tleq WXeme N,e Im.eeb ynmlwlLpw xXX peatiN.ynanal btlrv.na powmaemaee a,kenenl 9Mu%e��alarrtrye eel,i,rwG be 2SFPl m 214Naneamlee¢m. aN,VA22314 meMn.,baeA.M Binge e,rllelrpfm,p„em 19onswnole ale n brylnbrnutlm eves mminla Rae lnflXule,ala N.Lee 94eel aulb]4,Pleunene,VPe3]Y. TneneTele.M06Nr]e rvu nw Tea PIY MNLI9EY BTapRTIMWTON.W ' Ib239031 1808203 FO] Fbw J 1 bE 8Marv-aloPYwWI Truss EnBnMnp,BlMIndia! OrNE,W-01151, &2202010 Miiekl^OUWias,9c. Ikn Falls 251]0292019 PpP1 ID3e'bLLMMFpT2D]YITa,AFzYeIFE298M1-MFy WRYGI9_M19F98➢OOc6DN6G61vTh.LOC61gN819 0-1-a MAAp11��11Ap,BBOO Sul..Oue SVB = m= 3ADMt99HSFP = m II .12 - mFP- m - see e.12 - m4a) 2 3 2 5 6 7 0 Y 1. 11 12 13 11 15 19 17 19 31 30 2a 29 n 26 2s N 23 a2 zt m 19 m = mN105Ne F9 - m - 3.10 = 42 = 0110 = 48- m= 14 - 30 FP= 25112 3100 25.112 ]d-1 PMb OBeH Y .0.1-0E :0.18 13:0.1 18:0.12 12 LOABBIB 9N6 NACIN6. 12-0M 06141- In 0w) IMM LM eLATES BIN nu 0.0 Plnle Gdp DOL IM TC 0.0 VM(LL) -Du 9.28 +W 1B0 MT2D 191/1" MIX 10.0 Lwnber DOL 1.00 SC 0." VM(CT) -0.77 928 .391 2" M183N3 19TH" BOLL BO Rae Sbaa 1. YES M OAD HOM(CT) 0.08 23 We ed BCDL 10.0 Code IRC201SfTIo=11 Metal V3sI9M 138]is FT 1%F,1096E LUMBER BWCNS TOPCHORD 2T1 SPF 21MF 1.8E(Mt)-Ereel TOPCHORD Shedledor 2-22 a pudlns, except end yedbals. 113'.2x1 SPF 165OF 1.5E(9a9 BOTCHORD Rigel aNlp dimall,applied or 6-0.0 ac breGn9. BOTCHORD 211 SPF 165OF IdE(Bep MBS 2v1 SPF No2(9a1) REACTIONS. (IW612a) 31.02211-5-0, 21209110.32 Mev UPM 19�181(LC 3) Mm GMY 31-MLC 3R 19.96(LC 1),23.2091)LC 1) FORCES. (lb)-Mev.C.mpMv Ten.-Mf«as250(D)wba BvapnM tl . TOPCHORD 2-3-31519.3 15NV, 6-7i185V,72 Mt MV.8-9�, 0.10�3392A,10.11-70M.11-1228]9,12-14ON31],W19 311,154�3T2. 16-1]�]2 BOT CHCRD 30.31011835.2 t4*01869,2]-3109829.2421N3829.2}2 829.2425"1288, 2 1589.21-21 M2 .2621-23]29.1&20-1939 VERS 12-21-2982/0.2-30.011121,12-24-()0280.430�7729,10.2h17619, 4 70. M7-28-12&512,525 ->24N,17-19-&1375, 1}23�2115m,1]�1299N,15210125],15-20.01537 NOTES (9) 1)Unbele are MT20 plate,Bow0batlsease peenanalar¢tl for Mle asgn. 21 All planes eunless oteawbe ndioned. 3)Allferto am 1.5x3 MT20 unless woundeeiMbatetl. 5)Refer to mealmoloal truub0usswnne.tlas. 5)PmWa me:Aenbl cannaclion(by.Mels)of toss b Ee9M9 Mese wpade a wilM1ss ante MW upllll at pinl 19. 9)RegWre0 lowal9aas,onepe.ssor aHi 02wand lesle^edl.eaU Wss weM1}10tl Ip 131'%3')nails. SV.pbaUslo aUTION to nor emt bass ter ends or msvelad Ey oNer means ])eRunDN,Do nor erect hose rs numm 6)Due di span a deem dampen n Mas buss,tee lora may eMldl.bpd ade vibratim aM1«eefleabn.euildilq designer to w^sder O eM PMM9 means to dampen potedde noon Nda9on. Y2� 9)MPlates ZO Gepe Unless N.sEtl FSS/ E February 26,2019 ANxnew vnnry Mpepv.epV.. .WM0..EMW..I dmsmoaaaraa NCFP9eEwl]1)]rxr lnDYNIf eE u.CE o.upn vo,ro-o^Y MM.Wie1a«mecbrs Tna¢even awwodnNl Dee^eMe Nw'n..ne a.m,.n SIM el euwlne m^w^e^I`^�o spi.m P Wlewe eesgnernuAw'ry Ue.opo Mdwp^eue^+iers eoa wpeM le�ale lno a.H n e.ee.Wwcnem ngnaerx enX. Nempwery ens peimen atony b lwryvep.✓ee kr vudury anew permlwl.pe^wu pevude pemnn miup me pope:aM.smrs.Qe E enipmanee ray. e. ausery rM^ye.eevweMe rvss w'QdeusYsx 1-sr-Sa X,S.nne.n ne n w.IMcm.�,OaAWwBG.151 BUIylrgfuipMlNll ITIS �Pe1GMe11a JOD mM ve Type - rPry JHNC��aSTAORaTRMPION,MA 1362b0ffi, . O1B0aM3 FOBOE Fbor8lwpvbd OsdN 1 1 Tests Stalemate,Corp, Inti OrMYe,WY 01151, 9.210 s Nov 16 2018&1 lncludn- Inc Mon Too 351303'.27 3018 Palo �� G2IO:2aidWNFWT] 7M4lFz2f5 uMO0 urpeYIPPn7TF Qmygn Wne�ylpFanM4 0" SOMA 111 B a c e 16 16 N q 12 11 10 9 B 000 800 LOAOBIO(Pd) SPACBNi 280 CBL ll L In (W) Uses W PH ![=aUT TCLL 410.0 Plalm(W DOL 1.00 TC 0.03 VeryLL) Ne - We am lum" TCDL 10.0 L1ebarDOL 1.00 Be 0.01 VM(CT) Ne - da 9B9 BCLL 0.0 Rep Sheeellly VES m 0.02 Nd qCT) 0.008 We We WDL 10.0 Coal IRC2015RPKO14 MMMA Wevs,216 R411F,VI WMBE11- BRACT TOPCHORD 2x41 SPF;=F I.SE(t1M) TOPCHORO S1wddRdcre 0acpudms. ercepleMrortluls. BOT CHORD 2xe S65 PF 10F 15E(ad) BOTCHORO Rigid Win,directly applied w 1080 m brach, WEBS are SPF No.2P1a0 OTHERS 2x41 SPF No.2(nat) REACTIONS. A9 bearings 6", (6)- Max Gmv Mme ns2Wlbmil atil4s)14,8,13,12,11,10,9 FORCES. (Ib)-Muc Cdnp/MW.Te.-Atlf0vws250(6)ork54exceplwlleneMwn. NOTES, (6) 1)A l plat s are 15X!MTM udeas dMlwlx Fdrate0. 21 Gade rryuires wllMuous ballon Groh Mating. 3)Tmss to M NIty sneathed M1cm one face m aeandy braced again Iderd mavery enl(i.e.diagores web). <I Gade sNds spaced at 1+ ¢. 5)Recommend 2x8 sbongbarke,on edge,spaced at 1080 oc and f—Mr ed 6 el hues ends 3-100(0.131X 3-)data. Soongbacka to be a11eG1ed M walls at NN Wier ends or reshdrred by o1Mr meare. 6)All Pletes 20 GI Unless Noted 0 tl G ry 0 V 2R E SI EHG\a February 26,2019 0 wxawd-vwax sYwwaerreYwaupwuma 0x rmsxrw rncwoeoercx asszazxca va0zenenr...roevmrseasowl use P wdneadde'—www�s"wass .reeea.mhagraeseee erYy. pwemelenrWy.ena.lor.�mmw.l wYarre�.rWmm rrer Wtlq Ixrermu9 yin pgeopreGMd Wrpn pnnebnM poWMin ,vI Nn..,,.-Wewr it wlaee. .a rreWawa a to Pr..emwanrN dlrrwarrN Irueya.wemee menwe Wb.umorra .rv..e Wrnrer�m e:arre i.e rbhYryenQ to 4nvmmlepe mllr posrde Wr.onel ayryem PopeMaea.W us nasinames rtpnbnNI s�etelu,we allvinl awlM�raeN,.11I NI ewelna nemper.m sard,unbrm rnn uosloe I'M emra a —T— sem e. ee sone 312 Attended.v.x2,141 _ _ mre Tmu rlm Typo qy Ry HNLgfYBT-rgR11MMPlON,W- ]8]]BU33 O1BOe2Pt In"' Fbar 5 1 Jae"= al aanNl TwtEpFIM4q Cwp, 1441441 OrWE,W-01151. 81FOy2p7wg B 45k_Wse ENE Mm %Aqo :0]SB 2019 Ppe1 ID:U'Va1 W NFpT2pTwplia2BMJ5/_OSN'kl1EP VZyMm9Xge3 W R36wgM3L11inE3z r Sao 1H 1 o.he axis.I.N2 tNo II tm II stn= tm II m= m= 1.m II WO= Lm = 1 2 3 4 e a e is 13 12 11 10 m = m= 1.m II Tm II m= Oxe= ;74-V 7-012 HeM OIM41%Y4 N:O1-0E0xLf591-0Ei101 LOAD810 asm BiACMe4 1i COL — In (lal OMI W pLAT6 Oli TCLL 40.0 PmsGdp DOL1.00 TC am Vat(LL) -0.1911-12 aew 480 MIRW 19!1144 MIX 10.0 LamDOL 1a .00 W 0.58 Val(CT) x]811.12 4498 210 BCLL 0.0 Rep SOm Ylv YES WB 0.31 Ibr2(CT) 0.05 0 Ne AN, SCOL 10.0 CcO IRCM15RPR014 Mwblx-SH VA941R 8416 FT•4%F,10%E LUMBER emcil } TOPOHORO 2x4SPF1650F1.5E(W) TOPCHORO SaulOeaar8-0-0w,sllns, excepteMwaramis. BOTOHORO 2x4 SPF 165OF 1.5E(W) BOTCHORO Rigid ceIIIxg dlre y applM0 or 10J40 on buGng. WEBS 2x4 SPF No.2(0a1) REACTIONS. (Iblske) 9rt&71 58,14+68& 8 FORCES. (lb)-Mex.Compmax.Ten.-AY farQa250(Ib)wbu eaaeplwnenaMwn. TOPCHORD 2-3-23998),3P2399O,4R MW.53•.U1Bq,8-7-3416/0 BOTCHORD 111440/1434.12 1] 6,11-12N1Tp .10-1IwWnO,8-144441481 WEBS T-9-1566/0,2-14-1548S.7-10.011031.2-13bI1042.5105680.413­481a) NOTES- (4) 1)UnMlm NBomrrrebaesnarc4elwcgC ftd"n. 2)Rewmmwq 2x6 seongMrws.pn etlpe,sy eMM1000 peH Mxbrle6 beeNli wiM 1106(0.131'%Y)nW. SbongMGsWMallac bwallsNMebalmraW aneeelm0 by aOMr nreen6 3)CAUTION.Do not erect buss Mcinvaros. 4)AN Pla@e 20 Gw,e Unless NoAd � m �a '90• C1 PO ;�4Q. b FSSt Er�� February 26,2019 A-- D, .✓.nryewq^w..meM1rvHxEFOMIES Ox rM.SaNpIHCLU0E0u'IExFECExFxCEa.l4Elw-)Inmla6YfOrfeElOnE usf nan✓.na to s<o^H wnn Nt IIIAa rroa.mn n.aannw>e onM•wn w�.�.•n 11 .neuro mmcnw l w.a.a�^ one rc^ry me. Null. nl 4,1191wmmle m'a PNMOJ ImnfWl.M an a ws lntu In.onnr bnp[eua^eponuenambaino olmeoiwmmv aeeaimu.Iws w.e.nm aura memen mW xMbanYlwrp.rv.^e wmnn.m na oew.nnI.Proemmn.,I '—wI—i .......inl�II.ea wewr q. rer wMrn�w N•a��� iw. or1.-1 e 1 try n I,III-- W.ey rY eWalnp eerywwe Ian.....FHM ns Lr.ry IMw m w...b m runs PYteiMMte.116 PI w 60x1.10.111x ..Ne,V.lL'I. CanYrNtlIp8f011 .ka - Truss - res Typa My NNCNI£YWT RT JIIPTON.IM 1:18'[390]1 p1W928] FORGE Fbv 8ilgwW ptlla 1 1 RNerema 1.11 Trans 6pinwrYq Cory, Indian OrMxO.IM-01151, a 20 B2a6 Has 16 201RMstore, Mm9 FebFeU 1303 28 Pegs IO MAMLtivYFD/TIp]wyT2p7wp1ix296b-I54_paZNkFEPVZ�MmR11u13LCR]BwpirGl.M1ZM4 o-y 6 .-122. 1 2 a . 9 e ] as 9 10 11 12 13 14 9g l a n 19 2s N a 2z 21 a he 18 17 1. 1. 17812 AAtz wAoi4G (pe) 9P�ON6 200 C8L OEFL M (Mcl ade8 tN PL11TE8 GNP TCLL 40.0 ReM Gtlp OOL t00 TC OAS VeryLL) Na - Na 999 MTA 197/1H TCD[ t0A Lunbx DOL 1.00 BC 001 VdICT) Na - Na 999 BCLL SO Rap Slrau 1. YES Vas 002 Horal O w 15 Na Na BCOL 10.0 Code IRCA15iT MA14 MaM.-R Nk19M'.55A FT4%F,10%E LUMBER BMC816 TOPCHORD 2.4 SPF 1850F 1.SEMM) TOPCHORD 9IaeMM orB-09wpu0Fs, e.cepteMsarboas. BOT CHORD 2.4 SPF 1650F 15E(Bal) ROTCHORD Rigid oellrM directly applkd or 10.00«beading. NESS 2.4 SPF N0.2(flat) OTHERS 2.4 APE No.2Me1) REACTIONS. Nl udem ps l]-2-12. (Ib)- Max Gras NIma0 ns2501balessatidgs)28,15,2T,A,25.24,23.22,21,A,19,18,11,18 FORCES. (Ib)-Mas.Ca .Ma..Tot.-Mforces2N(N)orMaa.ceptwhen Mwwn. HOTE9- (6) 1)NI plk are 15c MTA uN oN w 1Mv . 2)GINA months,mMnuaus botlml cMN bears, ])Truss to be filly slrea and here one Mn te or sennet,Mead against leMRml a nee d(Le.diagonal web). 41 Gale sags spared M IAL oc 5)Remmme 26 saongb as,on edge.spared at l0 m and faster dloeaabus 3-10d(0.131'x T)nolle. Sbonglanas to M atMchM M walls at Meir cuter ends or ashamed ey other means. 9)All Plates 20 Gauge Unless Noted February 26,2019 Ow.ma eeyuen,o...m.M..�ac.axo,cs ox..a.xorxclrroaowr..aa.aaaxcE P.oaM...>9r...rMn..pnaaa.oaa.aa. �re� w:e e..1s 1a.AGIar e,,.,ao.,nmlin—n11 e..1-,.°�a.:o.w:`�.a'n:ea• n.a...I reaa9mw..x.•01 p a.e nam'a -1 o..Ieusld r',eawral.m.a.w•.mrrc o„..0:hml rlsa%ow...giyw.µon.e�w.al w,..,.e.wo,rnore�a�ro.r...rv�nm ma.r.rv.m wr....m mace drmwn an M.. wndb n>e •... r.molio. .w ..a e�o.e on�....,.�e w��ae�s:".". .airy im..y pse amlmalcmpoaam rauvm•9Mv nag.as saav mm:.m,.r`e�r'e:..�ehma.i�ss Ful.mnnm.,nerv. .. .,. �...a. e. Job - nus MMTNO Ory PIeNNCgEY ST-MORIIIIAPTOM.YA 302]80]5 01808293 F10 Fbu 1 bE RaMw:g IwSmall Truss EnBlnxnry Gwp, IMIn Orchard,MT-01131, 0.Y102p7 L110MHeMeaQNl Inch FbmW,:N3BftlRM7 F1 p6¢ 10'!1'MLHNFOyTrap]xyalFi29&i-mHeMeLa9NiMFlIIYgEJIOEYdMM1%11MRq]ft3y 28 1-10.4 IFti M1 eaa•1.]11.2 tm II to II I w II 15C II 012 = Tb0 II Wo: too b am = m 1Y= ru = t m = 1 2 a 1 a a ] 0 Y +0 11 1° IR 1 17 111 +a 1 111 a.D = ma =a®M1WBeP = all =all= M= Y= 1118 12 M 12 PMb gReY OCYI- 111914,EdOL11541dEG0e1 LOADNO a" /11CNIi- 1i0 CN. DIEL In (be) LtlOII W PLIITB OFi Mu 40A Pleb Grip DOL 1.00 R 0.12 Vea(LL) -0.3813-11 118A 400 MIA MITI TCDL 10.0 Luryt DOL 1.00 &.' an Vea1(CT) -0.801}11 114011 240 M18SH5 N]RM INCH. 0.0 Rep Sbesa lm YE8 M 0A HoO(CT) 000 12 Ne Na BOOL 10.0 COBe IRC20IY 12011 WtLLBH NkpM:78 to FIT 4W.IME LUMBER- BR11CB40H TOPCHORO 281 SPF 1650F 151 TOP CHORD SNebe0ar8A0oopu0lns, e.cepteM geNuls. BOTCHORO 221 SPF 1650F I5E(8at) BOTCHORD RlgW III OlrecBY epplal or 10-0 be bracing. WEBS 2x1 SPF No.2(IIM) REBCMMO. (IbhUe) 12•818N-5$18.822 M FORCER. (M7-Mea.Come lMax.Tm.-a fats 230(Ib)orbM exaepiwben OnxAv. TOPCHORD 2-J�J003/0,J��-:f00YV,45��O5bD,5E•103&O,8-]•1058q,]-0•.i111p,0-10�-J111R BOTCHORD 1]-10-11]]0,1}1PI-191 .141YN1038,1}11•NJ01 J.12-1J40I181] KEGS 10.12•+95pN,2-18•-191 aa,10.1J�1J88.2-0i•OI1110.]-1J<]500.4P•-iBBN,]-N•-B1I51o.416�51R01 VOTES (5) 1)UM>Bb area Box I'm"a N.e h n comlEneE M Nb desbn. 2)N plates are MT20 plain unress oltramm a iMi2ttl. J)Rttdnn M2AslmyIbxA,mMge,spa Va1160-0aceM laehreJbaaM WsswN}100(0.131-13')ruY. SaongiwGs to be athol of to walls at NeF order eves or resbal Nby oMer means. 4)CAUTION,Do not Brad ours backwand. 5)All Plates 20 Gauge Unless Notes February 26,2019 0.<ad.o wee�geeagmn BpBrellnoe nauO.wm,p.el.upl.M.amlr«lo..gee,v,.eemaL.0.IXaIIaryo.�I.pa tionaeu�mel..�rv.n«aw.nLcm.«eo�..„«n.ina,Ndtp.tcot*aroy,n.nnmd—IMe.lmn.q rtm.» .° �lla m : M NON eonIrygpb mmmpe�nne.mo.:o.n,oa. .u a:.. mPonry• pnnxnenl deonp roo-eeo.n m,m�mde9..e to o.e.em ae.me«m ppssu.p.,app«,mlry emv,pOmdemo i.. ,.2e.a«ne e2n«r em�ny ewme it.1-513.—.n.el �NMnml aaxM�ead aoseaene sell eunalrq epinpon.^I �sox+swgN � s+«r I.M...ee. ... na. m.a .. i. .e Jab TNn TNn Type - - Ory PH aNNCKLEY STNORTNMAPTON.W -- 82 5D B 191MI83BJ F11 Fbrt 5 1 bE Reluav loptimsll TwsEnpYwNp(.ap, INnpWd,W�plt51, B2ASNwt8P18 MITM IMusMs,Irc. MonFW 251]II1]031HB Pp1 IbN9olU}AFO/T2pTwp11Fe39MakfC4Yp YIIWNMwpM1iONOQwTWMMPCM'4 We 2' sa- ,aoa 1 2 a a a e 1 e as ,0 11 12 a�2 20 12 1. n ,e 10 N 13 3.10 = W2 = h10M1ae.FP =ase = 3p = .2 = Sn0 = tM40 I<8U Plaw OrtaeM 1%.Y)- M:0.tS.EOceL111:0.1-B.FAoai mominila(p/) BPA 1i CY OEFL M (100) ob'd Uld PIAM 01111111'TCLL a0.0 Pha Gdp DOL 1.00 TC 0.56 Verl( L) -0.B 16115 -501 /BU MTA19TOM TCU 10.0 LuMet DOL 1.00 SC 0.63 Ver%CT) -0.M 1618 -3315 2a0 MISSHS 1221'" WILL 0.0 Rep SOessh. YES WS 0a5 RR(CT) 0.10 13 Na Na BCDL 10.0 Code IRCA15RPIAU Mwm,SH Welpht 101" FT4W.101LE LUMBER- B INCING- TOPCHORD 2MSPF 2100F 1.BE(flM) TOPCHORO Sheathed or6-0-0oc pudlna, axceptao wNCMe. BOTCHORD 20 SPF 21001F 1.0E(Ila -Ex00pY WTCHORD Rigid calling directly spatial or 10-0-0 w bradn0. 111 B:20 DF 2B50F 2.3E(fla0 WEBS 20 SPF No 2(flN) RFACTBIS, (Ibhlxe) ANS5N5S,13�BBBN65 FORCES. (p)'2u 19010. Ten.-N Mcea 250(10)n Iffi,6-7-55M. Yawn. TOP CHORD 2-3�J>9M10,310.11-37 45-u5)tN,58�S5TtN,6T�5SSL0.>->h-S553N. P-20wV=A,1611-3T9pq BOTCHORD 1p-A-MRSQ 17 18Na810.1614.O15571,1118�5571,1415Nt2117,1}1aN1 . WEBS 1-15A 06U,2-2(D-24V917. 1011-1Mw18Ty,2-10 011880,0.1P11850,419 -1115BN. 615b,8pB.41T�M91].61Y4771J80 NOTES (8) 1)Unbalanced!floor IM loads haw been considered for MIs cosign. 2)NI plates are MTA plates unless oMerwlse IMYand. 3)M plates ale 1.5x3 MTA unless otherwise IncksiM. a)R,t irM 2M.n,l,w,I,.ad,o sps d at 1(l-0L oc eM laatereJ b each flan Wtl1310d(O t]i'%3'I naps. Blrongbads l0 Is,allotted to walls at Mar outer arras or matrai wi by other means. 5)Due 10 slap to depth hallo of Mrs huss.1.door mey exhldt altwokwlade vWretlbo sown defleodon.BuiMhg desgner to mosger pmYMltg mean W dampen possible floor xrbwfihn. 8)All Planta 20 Gauge Unless Noted 0 A P SI ENG February 26,2019 �w,rNe.Fwww wtr wlh mb--Y naw Nw.noN rYsaawwewweu w.e,YeFCRcwre axeerr.,.n,e. rowPmnaeapzrac Dba s,v..w M,YTeXme,edra rho Cngi naw2 my arm preimrs+emu,eM n b en MWui Wry,pmryw,R,M MYm BM,e m.Ow. ile Emq,u naw w,rytl,e erpuKry d 4vpn q,enbbn chap PMgm/W-b be WMTbrbaeer dWnp brpn Brgq MUlMwbpmmlhW,q ormb.Wi Wss'reoe,Ww Mwa,m,rme mry 0]fM,Y bryv-ry Npsrr�l hwap e—t-sa,cab awWYwgbpeunlmYpauP PoafYM person"nryryene pweiry Neu% w P6q,,y-ph�wNpM Ig ar_me, ..ws ervWnem bee,eNirvwea m[wrx rnrrvq'+e BVIM1I WIXyOYY,ppalwraeGlpNgCsps�, a@aaMe Mo. RE YeCbhem rrvn Me InaWb,lla N.Lee SLesl.sulk]1],Pkunme V,33]x1 CfefYnleb,YOBbIr 06 Truss Tmu Type Ory RM OHNCM.EY Sr-NORTHAMPTON.MA I]82b057 01808293 F11A Fb« 10 t Jab RM«ellw -wvl Tmu Enpnwnry Cup. Indian OlMertl,IM-011¢1, r 1 Mm Fe62513031T(N9Radial ID14MF0/T2p]wpeFz2N"p6uNN ;VMKN0HMVpwry0bw 28 r 2312 0he .x-1493 a1Hf = 38 = bA = SVS,FP= 3ra= 012 = 1 2 3 • ¢ 6 T 0 p 10 1t 12 21�R ar ,a tB 11 1¢ ,a 14 , 3r8= 9x9= wo mmetne FP = 3p = DA = 4R = sa = 2} }1tJ bR Oflaeb(X Y). (8'0.1-0Edgel ft7'0.1-0Edoal LOADBIO (Pal) SPACING 110 CSI. DEFL In (loo) OdH Jd PLT MP TCLL 40.0 PW Up DOL 1.00 TC 0.47 Ver1(LL) 41.591&16 x187 480 MT20 19211" TCDL 10.0 L«nbu DOL 1.00 BC 0.93 Verl(CT) 0.671&16 >326 240 Mlem"S 19711" am 0.0 Rep Sbss Incr YES WB 0.47 Ho0(CT) 0.12 13 Was Ne SCOL 10.0 Code 1RC20tbIP=14 MaBdSH WEI9M:9610 1 4..1096E LUMBER SMCINO- TOPCHORD 2x43PF 21001F 1.BE(W) TOPCHORD Sneadetler6-0.0oc WBlns. aMxpteMveMcels. BOTCHORO N4 SPF 1830E 1.5E(flat)•ExcepY SOTCHORD Rlgidceilil dlr yapplMd lIDO daring, Except: 1}182a4SPF2100F 1.BE(flat) 2-2-0 m budng:17-19. WEBS 2x4 SPF W,2(flat) REACTIONS. (IdsUe) 13.946A-5A,20aOD/MeMenk& FORCES, (lb)-Max.CompJMax.Ten.-AIII«ca¢250(b)orleuexcept Wnen down. TOP CHORD 2-3-386311,3"367711,4.6535211."-53521E&7-W!,V0,7-9-535VQ 9-16-371011,10-11]69510 BOT CHORD19-20112155.11-19.0/4138.1&17.0/5352.15-160/5352,1445114757,1&14112200 WEDS 11-10.352/0.2-20a M16,V.11-14111832,2-19111645,9-14-112=,4-19-114M, 9-1WA3",417-0/855.6-16-41&376 NOTES (B) 1)Alpl.edOm Opbadene .M cen Mi.i . dealgn. 2)al pates are MRO MT20 a lana olnewlae a gle sse, 3)All pates are t.$)f MT20 to trues olnerxMe bdkanW. 4)Raft ne l2A.sl for W u ro Wu wspaxed s. 5)Wafts,d Tx6 suallsat the onwire,spacetl at 10-00 wand a nedN eacn M1uu x1M 1104(0.131'X Y)rands, 58ong.ec9am De CAUTION, o walls at t ares dermas orresbained by other man, 6)CAUTION,Oo nor elect Oxu backwams. 1)Me to span b tl rateMints truss,Nefloormay exnib6ob)ec8orede batbn anWor dePectlon.Building designer wnsger galmeans todam,pm oasblebo«Wbralbl. 8)APates 20 Gtage Dnless Noted �02� S'pCy Q U . aFSS1 Et� February 26,2019 �WIeMXO-Vx'ay a�IprpnnwmeW xEM No]FS Ox iNaaxomttuaEaWEFe6E4X1.'EM¢EW7N m.l«621a'mFOFE YSE ma, AIWar my Mumns,w Clon.Tnb Emgn lx uaa -Nw,maaamwes smsm.and is rawndnam,l xa eaurnax anal poet moat wMy Ne epglmxrN ten nme rsen goPoMl^<a WAtlnp Eesea en[naq kelee;ibpr��Wlnp olmtirauelWnwaendordow memberimlF. ruenlom e.r prmenenl bmtlnp artnpn ve ors iy en opreven se {o[tide PorsonaLnuryenE pop"aamrge. or n eMpandI Ne hplmmn,Xmap.ewlal p.e ftMTena bnunpaum 21 nage stwo mvree /.xaVLFn onelMcxMl.,osa- NBC¢lemleme enmpnnml tW3a BMnpMy RNpae 9rM1ry lMpmletlpn mm a mirvse%ex lmNux.IIBN.Lee8M1,5uee]I],PkxanJna,VPR]la dwYeW.MO¢¢p9 Ty O1B83 BY0Job s 1 o 1ry PIY MNGOEY Bf-NORTVAPTON.W -. -.- ]82R—Y.] malls 6 1 Relxxre mtimy I.6gNaYq Corp, IMe11QNaE,AN-01151, ;1vk0YT2pTw201BMi,SsJUGsbin,I�c. Mm Fa62519U3:322Mp pFpal ID21'1o1W WF0/TYp1wpNFr29&1-BZJUGCCIpyIpONNCrSgTSII�EWNVI.g1U8a1165r 0.u6 D�6 Soo.-110.8 W FP= 1 2 ] 4 5 6 i 6 p 1p 11 12 13 M 16 16 11 16 1. M 21 y Iry 12 41 40 IS d9 37 ]5 JS3a 3t 32 JI 30 29 ]B 21 16 25 21 2322 Na 36 FP- L9 — -------------- 2 80 2180 L010N0 (p6t1 SP.LING. 2J)0 pl DER F 0.) IMse W P0/OFS OBi TOLL 60.0 Par, Gdp DOL 100 TC 0.d Val(LL) Ma - roe pop M1'10 1"11M TOOL 10.0 Lumber DOL 1.00 DC 0.01 VaRCn nk - nh app BOLL 0.0 Rep Stress Inv YES m 0.02 Har2(Cn O.W 22 Ns Ns BCDL 10.0 Cade IRC2015TPI2014 MatrMai wmgK 6210 FT4W.ll UJIlil R B1UC6Ni TOP CHORD 2x4 SPF 2100E I BE(fiat) TOP CHORD SbmMed or 6-0-0M puOlns, except end relOcels. BOTCHORD 2.4 SPF 210OF 19E(1at)'Eva,P BOTCHORD RIgM calling already applied or I(Y"ce b2Mng. 22-35:2H OF 2BSOE 2 3Elfla1) YVEBS 2x45PFNo.2(Ilel) OTHERS 2x4SPF No2(Ilal) REICTONS. Nl Medlgs 2/-6-0. (Ib)- MU Goals At reactions 260 11,oras NWill 42,22.11,40,39,36,3>,3634,33,32,31,30,2p.26. V.26,25,24,23 FORCES. IIEI-Mu.CanplMu,ten.-NIrd 250(1b)orleanexreptw'llenskin. NOTES (6) 1)Pl plates are 1 5.3 MT20 unless wdeaxise ymurated. 2)Gable re0ubea continuous MMM tlwd beam,. 3)Tm::ro M 11dIr slwnMM iron ane ro�or aerurery IracN apamst laterel more,lent P.e.aMgana web7. 1)Gable studs slb2d al 14-00— 5)RewmmerM 2a4 s ver,barks,on nope.spa W ai 10-0.0 wand lasted to eaGl busawiN 310d(0.131')(Y)na4. S—glood s to be wall to walls at Meir outer ends or restraln d by otlror means. 6)FII Plates 20 Gauge Unless Nath te m SI N February 26,2019 Owurnwe 'ravn„a, ,. Dalkonwlblerme axy MnµieYbannetlors dryrmamea avueanTuMslsIeaeenarylme evgaetiohnlryryuane iPoannmperbemseaMnor m blIdwrldo, an,eaPnaeoxMMennmMa bNxPWlanp wnmpo^m•no Idnd od � Xa5Y ANSVTPII wMee I . eu lener41lrS1w Brad Bley cEMomI, ,JPoOea SeMylbad a 7—nee IiBLeere 5nen she eq. Job rvM TrvM Types Oa pill la C Bf-NORTHAnIP]ON,91A Y3 MM 01609A3 F11 Floor 3 1 .IoW PilWraoem+l Try.FigMwnry. Carp. IMIn Or.nwnt.MA-01151. 8,220 a Nw 1921119 MTM IMsaMs,Inc. Mon Fall 3513V3:3331x19 Page 1 10:U'Td W NF0yT2p7r111F�9RMRGMONa6TM1 NPrOM.aE W uN_P t OviM3u 0.14 H1 240 3 1.2a 0-1A 01 120 2N= .2 = LH= 3M = 3M1 FP= 612- 1 2 3 1 a 6 ] B 9 10 11 12 13 ayIR 22T 20 19 19 11 16 16 L MIO = .2 = 31NWMI6 1p - 99 - Y12 = Yin 3M = 2548 2558 PYY OA9eb ILYH- M014.Entvet IT:0.14.Entoa1 1A110010 gad) 9FRCMJO- 1� CK OBL M (lop) MMA W PlUlim Ori TCU 10.0 Plays GAP DOL1.00 TC 0.12 V-11101) -0.5] 10.1 ») •830 4180 M120 19TI1M TCDL 10.0 Lumber DDL 1.00 RC 0.53 V-KCT) -08510.1, ] 61 220N 210 Mims 95 BOLres L 0.0 Rep SlIra2 YES MI 0.50 Hart(CT) 0.11 11 ma N9 BCDL 10.0 Conte IRC2015071`12011 I LYb4-SH VVeW 114 111, FT *%F,IME LOMBEM1 Rfluyc - TOPCHORD W OF 28OF 2.3E(Aet) TOP CHORD SnebAMe or be purbs, except ens verticals. BOTCHORD 2210F 285OF 20E(naq BOTCHORD Rble selling directly applied or 10.00 be brbcing, MRS gra SPF No.2(Mt) REACTICNB. (IbhMe) 22.10011054,141.1001N0B FORCER. (Y)-Mv.Camp2 Ten.-MI 2W(m)orksex twMn Mown. TOPCHORD 24-38800,3499=,1- 1101)0,54ti 0)q.6-7-9070A0,7-9-5930q 9-10•-N9 ,10-11-399'1D, tt-t2.4981q BOTCHORD 21-22•W2350,19-31 N51911,18-1Pg9U]0,17-19.016070.161]•Ob0]0,111&N5197,14-15•d2350 WEBS 1Y1 25120.2-22•Z512q,12-15 1]80,2-21•Wt'n8.101Y-128010.4-21•-128W.1018.0903,L19•M841, ]-19.4112]8,619•x91995 NOTES- (6) 11 UMaYnsent MT INe bass nave O the rise ex sa so nteslgn. 21 All phase are 1 5.3 palesrimsunless olnern,lae dyete e. 3)An place ere 1 Sbl MT20 unlessge,s aoe mecales. a)he brashest 10 Nmrg at onteg er nsor hat10.0.0 xels mans. meals buss wnn 11ae(0.131•x3')nags. sborpbecksm Gen to mwalla at Melrouisrue,the my n by exhibit s)Due m span m retain u ro of this buss,the Mar may eMlbn ab(%noneae Nb2am erMr«eeflecllan.Bunelrg eeagrwr m canelcer providing Plates meansmsanlpm Nobel floor vib9tlon. 6)All Plates 20 Gauge Unless NateO o? E c m is �B FSSI Eke February 26,2019 A wbnwxc v.,nww.w»us—I... rwsbxp ncxwau Mreb aeFeare.n.—numn.n»..,,.'slX oe.',x r.sc p�P�.anir.�>jo.nxn,nM�p.�a.nam.m.:a.9a.nw»�..na �wwm.l.aw....mnt....eme.n wna.a aomw»m..m »Nmeeoo miryaaeprwwmab.h PowM�o^^m.»u mne.ae.gym.ine o»nn ern r.-x .r,auxr �.:twxx w,hp....e.arN,.,»oxy�aoemm-se F .+rmsema em,,gt, ma....o n•eMye,eNw•emiaarllry en mwevmr mlN .sen Vuno w�»r.I Fnry paw�anMMFa Wnmlpi, ..sNe I.N..Mlma�emT,7ull nreci.aaw,218 N Lm Gels 61.we aVA 1314 rrerru,M,os6n.m aeY euXJnv eumlTM^n cercz>mw a°uos]1�i ae swMri�...n.. ... .m ....».a•,»e zre n. .. a..1 s.w Ju.w...eM,vnmM. ,a .i . JM TmesTypr OIy My BHNCXLEY BT-NORTHAMPTON.W MINK) 180628] ROOF9PECIK GIRDER 1 RNwulaoUaWl I.DgYMwG Gwp. Ihbn OIYhYO.NA-01131, 8210sMay 18 M18 MTaahMUM,lax, Mas FM M I&M,24 2019 Page IDIIio11NNF0/T2➢7WMFS38NF2FRFaLwIM.a9YWR81J2IDYLMMnWBaBaYlbd31 -Iba Slatt Nd Sd 1eb1 1KY S1H Ib0 Stall Ibli lbN }a1J b0 101. 33-10 arty-I U a 10x18 M188H8 - 4. 12 b6 II ba = ie II 7x1a M1a8H8 - 4a II S J 1m DO 6 e @B i 16 �e 1a la 1a 10 1B 10 IS 21 11 T3 23 10 ii B h1a M1e8M8 _ ba 10x13 LU6}e @a- itOY1MXB 11 1016Y165He = LW36 m I LUS}e 1h18 Mi6aHS - a0aae LI125 ILBffi L16M LI}B78 LU826 TIW}a g , FII tbii_. , ibl: libf IKI }M } pa Iii W., os' PIeN 08wh(X,Y)- 11:0.0.10,Eapel.12:0.45,0.58613:0.30,0.50),I5:0.1-0,0.2JL D:DS120.2-01,[B:Eape,OJ41,I9:101-7-12,0412L I11:0,742,060E 112:0.81,0.1-0), 113:016.0141.IU:0.6B,6M1 LDAOMO (Pi SPAON6 280 m DIGi M Opel YM W PLATER GWP TCLL Sit Pyek Cap OOL 1.00 TO 0A] (Prot 3hewb5.% Ve11LL) -0M 12-1] >329 2b YRO 1W/1M MDL 10.0 Lamter DOL 1.00 SC OAB V"CT) -0.W 12-13 N36 1W YIOSHS 19)/1M BCLL 0.0 Rep Stores Inn NO m 0.03 Hori 0.13 9 Ne Nc BCM10.0 Carr tRC201NTP12)11 Mel vV l6 11, 17-1011, TOP CHORD SRACM6 TOPCHORD 2x3 SP 241 2.0E TOPCHORD exceptStrughandwOaa Meabnp00e00y epplleaor -0 gra W01. BOT CHORD 2"SP2100220E except 11 greatly and 260 oa Oo01ns thin mexJ:M. WEBS 2x1 SPF No,2•Except' BOT CHORD RIp10 cellkp Olrectly applied or 10.0.0 m bmdnp. 511:2x106P 2100E 2.0E 313,5-13,5-1 1,)-11)-9:2x1 SPF 21WF 1.8E,9-13:2x8 SPF No.2 KY-TO-PLY CONNECTION REOUIRES THAT AN APPROVED REACTgNS. Qeftba) t-15103x158 (leq aT-131 B•1T025438 (e00.611) FACE MOUNT HANGER(SPECIFIED BY OTHERS)IS REQUIRED FOR Max Hua 1"LC 21) LOADS REPORTED IN NOTES.FACE MOUNT HANGER SHALL BE Mu Grew 1-199511LC 151,11ii170MI-C 15) ATTACHED WITH A MINIMM OF 0.11513•NNLS PER HANGER MANUFACTURER SPECIFICATIONS. FORCES. (Il)-Max,CMnPA1ax.Ted.-M shore 2M(to)or year except when Mows. TOPCHORD 1-2-d959N0,2-3 301 W,31-E813B)xt,13�58887110,56-11301,0 6-7-4131 LS 7-0--153910,8-9-10966 BOTCHORD 1-13.0118]]8,1415.ON8])8,13-11-W52112,12-13-N55W1,11-12-NSSW1, 10.11.OR5812.9-10.0125812 WEBS 2-1'3305271.2-10-MWT.Y1h0/11388,313--18858019,413188.892. 61315798511.312-W553B.611--12191.8.all--32588.)-11N21515. )-10.0811],14--2T52R0 NOTES (18) 1)N/A 211-0ly Dual to be mnneclM lopeNttas Milds: ��pp sToprJloNs0'" a wnn 109-10.120'%3')nelle 9-e s8wa:2xa-2mMe abppere091 o-TL ac,2)M-1 mw et a8-0OC,AB-21wrs �ypw�;C` Ss4 kBpehra al16911 doa. 8 b MWMWRnepkawitM1 FMTSsasfd ds 2x4-1- MesMppa2xlO-3 Web connedaa wxh USP WSB suras as idbwa:2x0-1 howY0.9-0 oc,2x10-3nwaaMppehea M01-0oo 3)All aIcas adeconYabalaarmM.beMpIlWs1NASaTppMlleAaJOscoff except grated asladmAnMmeheuMa140.0apab. Ne LO1AD. EPb ply conCllonabeenProvided I1NmIY leads noted (F)or(B),MeerMewke8NkaM 1)Who.ASCE T-t0,VN- 9.ph(3ae WM2 :]COL-SOa L0,af M1-191000L IL EMD BI . GC 121012Inkai}2-1210104-12,ExlemR18+ la21+12ranrleverklaMMeBread:LonM DOL-160gatepaPDOL-18 FSI ENG 5)]CLL:Aced 710 Areas ends t o se (mer car adored W this d al EW B:PaNYy ELp.:CMI 10 6)unlrknCM gnaw bear nave been wnsberM iw this terga. T)Pardee incarnate she MT20 pin ee m present waEr ndiforandin,ted 8)All gales ere peen patesedfor nkax 11.0 par began N. 9)Tres-T nuns Meer designedforo a Ilia lad of 2 MON Bae sea mrl chi I nl t 9-r am nodeear ah Iceas. to)•This fees nas been rem Woofor a Ian Iota o120.OPa1 on 8w IwMm MON In YI ansa Mlere a redanpk 3d-O tell by 2-0-0witle wY m Delween me brnpm Cnoxi and any ower hremhere. February 28,2019 ulree cella s tai In tllani O..e rno,..s+�r,m..,.,.ena.p Nmae 9-w Sl6xwaC1lrCFarT«ALFFaIXEP.laEr iwnw..hommreea eheuc aqn onn wnn Ynet«menmun iM Lapn Oeea Ma i ,l in aum.l.�.weqrmewa.Imw WrOOe.mtlMaw®aiwwIwe,epeewYae- expose, WmaY6.wh-w�wlaww•Nnauwg4emhpawhrgnraw.wwo„.l.ulmYl N n oez•wol,Vr.ea Pa.b<.hwe wwa.elwwrv. r. a+gnere ,e AIraNlwZauYllyOiaw. .YosaM�ewl awaliYOenpei�hl I laazJ o Ba 1. r ..ne::s a Alery iMa,m an mer em ns ep in ub.TBH 1 u un I CMYm1ep.N 6W1> Jeb TrusTypo Ory Ply BHINCIO.EY 6T-NORTHPMP70N,yM W3(K 0 01BN2� G01 R FT71 CULOIROER 1 ,y 1 b0 Ralcenre tional Trans C-Igneem9 Cary. IMiaipNN,NA-01151, 8.220)Nov7v ,UFZ9M7FRFha es Inc. MI 2513V3:e 21119P b] ID:N4dltlW.F0yT2p' 41Fz2A'n]FRFDwHCe'IYeUR01tl128YLUNrelpBe9aYWD31 IgTES (18) 12) a a taco)m,2,J,4,5,8,],8,9,10,11,12.13,14.19,20,21,22.23 Daamew Dmhandled,otlMdtl.Building tlesignarmud w revierow atls lo itty destroy d M ey ere aNre Me M Me Mld FausedMlsWss. 13)Gapbbl ce S mn,T1u tafloriTHJU tlom rolrtepid Me 2-P a the OMnMtlan t Me fors alone Me tap aroma betwcommit dart. 15)Use Simpson Stay-Tie THS26((SGL8SGL RG 2PLY),Single Ply al5B8lan Meleft end d conned busses)Mback laced 2 From Mund shat 15)Use Simpson en.)Strong-Tie LU Is.o(0.10rt Marc.3100 Thus,Single Ply GIdeO or equlwlonl space0 at 2-0L a:mad.abNrg a17812 From Me lob mtl to 2188 b crinned nail ss(e6)b Deck lace nl Milan dart. 18)FIII all nal)holes whe re con Denier Is In coaled it lumber. 1])Halpeha)oroNermnnectlonsuch coabet) n pmvdert Is the nt tosupport ca there loatl(s)]9381b tlown at S&12,and 25001Dtlown at 12-3-0onbottom Mmla as20G 9NeUetlbn Noted! connection rtevka(q)e me respansibi)Iy of others 1e>a)PMMS 26 cmge un)me Noted! WAD 91E(6) Standard Except 1)Dead+Some ma)anced):lwmM Increase-1.00,Plate)namse•1.00 Unrconn Loads(00 Vert,to-90,3-8-90,1-14=121)(F--100),9-10=112gF=1100) Concentrated!Loatls(lo) Vert 9-286(8)14=7454(F•6758,B-896)12=2600(F)18•-28210119282(B)20-282(S)21-202(B)22 n2(B)23-032(B)24-282JB) 2)Dead+O75 Siwe(ba)mwetl)+015 atic Foul Lumber Inwmrl.CO,%ate Inaeaae-1.00 Uniform Loarts(plf) VM 1-3-72 36-72,1-91058(F-1038) Caws fol Lcetls(M) Vest,9335(B)11-.0.507(F•-7938.B-5]1)12-2250(F)18-231(B)19 31(B)20-MI(B)21•-231(B)22-231(13)2S-n1(B)24 =(B) 3)(good+0.75 Snow(Unbel.LM)+0.75 Allo Floor,LumGer Increase-1.00,PINe Inorease-m.00 Unrcam Loads(p10 VM 1-3-90,3d 36.1-9105B(F•-1030) Concentrate!Loaa5(b) Vert 9•-235(0)14-8507IF-79%,B571)12-2250(F)10-231(B)19-231(B)20-231(2)21-23118122-91(B)23-231(B)24•-231(B) 4)Dee!+0.]5 Snow(Unbal.Right)+0.75 ANc Floor.Lumber Inoeess-100,Plate bwreaee-1A0 Uniform LoMa(prc) Vert 1-3-J8,3J-79,4-0-M,1-91058(F-1038) Concentrated Lomita(M) VM 9.-235(8)14-d607(F•-7936,B-571)12-2M(F)18-MI(B)19-231(B)20-Ml(B)21-231(B)22-231(6)23-231(8)24-91(8) 5)Oeatl+UnlnDeDtlab)e Aft,Without Sloage:Lumber Increase-1.25,PMde Inressua 1.25 Uniform Laatla(p, Vert 1-920,3 20.1-9140(F-100) Corcenbaled Loady IN) Vart 9123(B)14-22]0(F-1998.B-2]4)18-111(B)19-111(8)20-111(8)21-111(8)22-111(8)23-111(B)2P111(B) 6)Dmtl+O6"Vand(Pm.Mammal)Case 1:Lumber Increex•1.80,Place increase-160 Uniform Loatla(p0) Vest 1-17-25,11705,1]-17,7A 22,15-110(F-100) Hoa:1-1]-35,117-25 C.Midal Loads Ob) Vest 9-M(H)14 118MF--1294,0.108)18.51(8)19.51(8)20.51(8)21.511x)M-51(B)9.51(11)24.51(12) 7)() al+0.6C-C leaned(Nag,IdeuxB Cox 1:Lumber Inamse-1.80,Plate Increari .60 Undomm Loatls(pIg VM 1-3-32,35-J0,1-9-12IXF-100) Poor 1-3-12 Concentrated!Lxtls(D) Vert, Vest 8.5](8) W 4(F 1 -1288-130)18-g1(B)19 20rti(8)901(8 9 )9-81(8) 81(8)24.8118) 0)GeaDead!a St.(Unbal.Left):e10:Lumber Iapease-1.00,PMR Invease•1.1.00 Uniform (pig yet 1 yet -9113.3-0-11,1-14-120(F-1 W),9-14-1121)(F-1100) Concentrated!Losses(b) Ver,9- B) 14-745 1(F-8] 0.B•696)12•2500(F)1 -20 2(8)1920210120-282(8)21-202(B) 2•282(B) 9•282(8)2 8 (8) 9)Dead!+Same( m.Righl):LumbarmPlate Increesc•1.00 unrcom Lmrts(pg Vent Lceda( J-1-9B.64h90,1-14-12IXF-t00A 8-14-1120(F-1100) Caan Vest LOMB(Ib) 2M92828)142(111) F-8]50,B•E98)1A25WIF)19T82(B)1992(8)20-202(8121-282(8)29202(8) 23-2rfireo 4-202(8) 10)Unk LumUer I(oil) 90,Plate Increase-0.90 P11.meM10.90 Uniform LostiVert, (pH) Vert 1-3-9.3-0-20.1-912OIF-100) CaarenheD Locals(b) VeR, (B)14580 8 4,B-1 95) 8)19080(8) )21-80(g)2n2-8 (8) 0 808)24-80(B)11)UeM+6] Smew goal)+OJ5(0.6 CG Nntl(Nag.Intl Use 1):Lumber Inummu6Pste im1. 60 Uniformwads( Ver,t-3- 52, 5-13 ,1-91050(F-1038) Hoa: Concentrated 9est(ID) VeR 9"B)14-1205(F-12M.8.79)12- 18-38(11)19.3&B)2008(0)21.30(8)2208(8)2308(8)21.38(8) 1T1 Ueatl+Minimum Snow: Inchum Lumber Inneeae-1.00,Plate Inwase-1.00 Uniform Laatla(p10 VeR 1-3-20,M-60,1-9-120(F-100) Axearaaa ty KIG NJIEBm Mtt IIE R rK .1oEM61 9Qa 9Ei0aE Y5E ux,- Ix naIYarmt,coarnoxin, a an- un,oPm mrs.Lean,edc r.,isnam, nPo in inc ew mf yq dmM mw enmrcM- 1 mwew a �wolamm mwam. b. dmw n as em-mane xa M p po d - drepo , � PwmsW F a n xxnx� d solution XY nke.060.NeMarm auNJna Crpoeal M,k�n a . RE 9elyMomn eraL aNom rvssa e 61 16 � u sdMOe pp rwa rm Tpa Ply Hl CI ST-NDRT4WPTON,IM I]BZ18010 01806381 001 ROOF BPECVI OIROER 1 4 6M IS Mp em lm4ontll I.ElgMawia Co,, IrMw1 OrMW.IM-01151, 6.110sNw 183016M 7FRFsllms,Inc. MaI 3513O3:311019Pea3 ID'1/'bILMMFO/13p]wy11Fz26NF]FRFnfeXCa9VeUR61Mb0VLU91yBe8eTLEM9 LOCDCASE(S) SlaMad ConcenimlM Loans(W) Vett 9-286(B)1h7"F-8758,S-898)1S<2B2(B)19•-282(B)20-282(8)21•-2B21B)21 =(B)23 M(S)2h2B2(B) 13) Ind Unpal.ceW+Snw(lalen¢E).ParaYtl:LInIEet Imebbi W.Pleb InO9a luO Unenrm Lw 1pltl Vert 1J•I1.M-136,1-0-121)(F-10) Con-n"W Loads Qe) Vert 9-286(B)1/-i/5/IF-8750.B-898)18-282(8)19-282(8)N-20218)21-n2(B)22-282(B)2Y 262(8)2P262(11) 1/)/b Unbsl.Dead+S.(balarcad)a PaaYel:Lumber In.Sa 1.00,PIaW Increase-1.00 Undolm Loads(pl() Vert 1-3-136.Y8.1,1-9-120(F-100) concentrated Loads(Ib) Vert 9-286(B)1P7/5/(F-8]56,8-896)10-202(8)19-202(B)20-282(8)21-262(B)22-282(13)2Y282(8)2M-262(B) 19)Wb UnbalD ad a MlnMum Snw a Paralel Lumber lnc a se-100.%ale Increase-1.00 VM 1-3.11,3 1331-9-121)(F-100) cmonvelm tma(m) Vat 9-288(8)1h7/54(F8758.8-896)18-282(B)19-282(0)M-282(B)21--282(11)22-2 82181 23-282(B)2/-2 0 2(B) 201 1081 Un I.Ontl a MWibuna Snow♦Parapet Looter Illveasr1.00,Pleb 8lvaex•1.00 UnYam Lmda S f) VM 1-3-136,3 I.1-0 12gF160) Calrnnlalee Loads(1o) VM 9-206413)1h]/51(F-8]50,13-896)10.303(8)19•-202(8)20•-202(8)21-282(8)22-211 23-2U(B)24-282(8) 21)Re,nn": 3ead+0.6 C-C NNM(Pa.InYmap Cane 1:Lul lncces e-160,Plah Irvease-160 Undo.Lade((10 VM 1-17.25,317.15,17-17.7J-22 1-9-110(F-10D) H.:1-17-35.11]-25 Cawentrated Loads(lb) Vert 9-128(B)1/-2223(F-1919,8-305)18-120(8)19-12818)20-128(8)21-lM(B)22-125(13)23-lM(B)2/-128(0) 22)Reversal:Dead♦0.6 C-C NIM(N9.Internal)Case 1:Lumbo Inaeae-180,Plade Increase•160 Un0am Loads(p8) Vat 1J-3233-30,1-9-120(F-100) Hai 1J-12 Cmr teclL (W) VM 9•-12)(B)11-2189(F-19118.B•-280)18-118(6)19-116(8)M-116(8)21-115(B)Al 16(B)23-115(8)M-116(B) 23)Revem1ce .075 Sow(IfY.)a0.75(0.6 CL NYM(NW.IM)Gee 1):Lumex Illveue-1.60,Pole llnesse•18O UnNonn Lads(P1) VM 1J-02.38-80,1-9•-1058(F-1038) H. 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Mm grant 2018Ppa1 IDl/'bILLMFO/T2p]wyelFz26M-YZi8n9YBFG1onVr111 W OIASYIznJ%vM/r1MDtlInS S]-11 10.1-1 161-1 51 15 262-15 'J23-15 3Befi R<-0 S]-11 a58 BOO 50.15 5015 nod 4S] S]-11 T8 Seal 600 II was M O e ° '9 24 n me 4Nc ~ 41. M2 % 11 ahim?2 3 2 12 1 1] pp �4 IS 30 ,� 31 y M21 N 3520 3n 1B n 39 3B 1e 0 41 17 1,u M re 16 U a] 1a JB i9 a. Mile = LUSN 39 em - GB= W8. 019= WeM em ' 11 LUSffi Bale = W925 __ Bab - - � ILL. 1.mb L1132a LURMLUM2MLUeA Mw LUMffi LLL42a Low$ &V = LUMR LU 628 W.L. LU82M LU835 LW,A S]-11 161-1 161-1 213L 263-15 3y2-Is 526 Rio 504 0d1 I ndd I 5015 I SO15 MOO a6> 5]13 PlalogMY(%.Yr ILO- 13,0-OA llatE,001tL 11:E69e,02-12j,1501)-JLB, 0), L[210. 3aA I9:0-22,42.04P:otd,nt-0�p3:EE9e,02-12),113:o8I.0&1ry 13:0115 15038 1].0.36 19:OJ8 011 1038. LG2061G 01.0 9PRCMIi 2J40 M DEFL In 0.) ~ W P32)E8 GRIP na NO Plale GiNDOL 1.15 TO 0.)0 VwmLL) -0301&21 aW9 240 N120 19]11" TCOLSraw•3 to LxMttDOL 1.15 BC 0." i Verl(CT) -0." 1&21 x999 180 TOOL 10.0 Rap Sba¢1. NO 91B 0.87 H.(CT) 0.12 13 We AMBOLL 0.0 BCDL 10.9 Code IRC201YIP0014 Wmz-SH Nbl9nt 973 lb FT•10R L moo 9RICNiG TOPCHORD 218 SPF No.2•Excepn TOPCHORD SbuolprN waOE eMmMq directly apoled or 5411 oa plains. 14,10-13:216 SPF 16WF 15E BOTCHORU Rlpk ceyln901rmi appkN or 1 o bmdn9. BOTCHORD 2xB BP 2"OF 2.0E VVEBS 2x1 SPF W.2 SLIDER Lan 2x0 SPF No.22-111,Right W SPF W.22-111 REACTIONS. 01,60ye) 1.11BBBN3-8 (req.0821.13.11]n1NS6 (Ipt.O$2) Mex Upm t•-280(LC 6).122W(LC 6) FORCES. (IB)-Mac Comp Mm.Ten.-ABfarces250(Ib)wreNe ptnshown. TOPCHORD 1-21B891/429.35•-18161N38.511539&425.&7�lM39N21.]3•-12639N01, &915307/424.&11•-18153N3].11-13�l MlN29 BOT CHORD 1-2229516272.21-22295162]21&21-25N1631218-19�1]1113833. 1)-191>tIW23.,lSti•-23516303,14-10M2BIR-17-1 lW1W. 1626) WEBB )-1925011082],&111.1]8513)6-1 i 11Ni88,&19-W35108,&15aV2880, tt-11�351t254,&te-lamlt5],&1Pi1w812,118�3nt1/tm,i2ltivtBN1, 132351258 NOTES- (12) 1)]ply Iruu to W cannMe l together with 105(0.120'118)hell.as Mi..'. 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Mm FaE]513:AlWh ZIHBPpe1 ID:21401WM27y 15 wy11Fr]90nyGONyzIMOtiMPUHM_zBPgHgMFNMiSbum'hM3n -1-0G Ip6 Bd13 1L&1 1].161 3aS16 2]915 3BY 3]88 V. aL0 1� Iae 1 au I bu I iso I n]-u � 3sa I bt< � a-]s I V. &vN•1]SI Cb= _ 5 6 ] 9 aW 12KW ]M B a day. 10 3 0 a B3 25 "0" aid-1 1 2 3 21 20 30 31 IB 1s Y! 17 33 Is IS 21 AA2 -- 11 IJ M 344 = SIM - 31- 1i! 'W = any 62L 1x61 I 213E 21915 I L1-] I FO e3s ese ea-1s w-1s 93e els PWegraela 1 03 0.Y-0 421 0.11 42120.11 10:03-0OY 11:0.1-062-0 13:DS1 62-0 1:D31 D3 LWOMO HVICM 2-00 CM IBL In pans) al W 0.ATF8 (RS' WILL 3e0 plye(iip DOL 1.15 TC 0.91 Vanua) 41.30 17 x9419 210 art 197/144 (1 adifle dleaml Lada a DOL 1.15 BC 0.78 Vl(G7)e -0.18 1415 a 180 TOM 0.9 Rep SOas 1. YES Wlf 073 Hol 021 13 Na Na BCDL 1 BCLL 0.0 Case IRC20150TIRM11 Will"" Weight 2091b FT•10% LUMBER- all TOPCHORD 2a1SPFM.2•Eacepr TOPCHORD Mnxairel wvod Meal directly applied, except and emil le,and 60:20 SPF 16WF 1.5E 29O m purlins(2-24 max):60. BOTCHORD ball SPF 1050F 1.5E BOTCHORD Rigld.111 O directly apgledor 10-0-0 ce larval MBS &1 SPF No.2'Except WEBS 1 Rmv at al l 619,6-17.7-17.718,Z21,10.13 2-21,11-13:210 SPF No.2 REACTIONS. gists ) 21•N1N45A,13.2114Y}SE Mu Upft 2l�WLC 6),13- WLC 8) Max Orav 21.2933(LC 18).13.2933(LC 18) PORCEB. (Ib)-24. WplMax.Ten.-Al rorces2500b1«Mu excep Wren-7w2 TOP CHORD 74-293913,3J•aIOWl93,x9.10-1b M.11011aG 113.2-2-768 11-1 2 39N°l,&91-312&11e 9-10�110yJ85,10.11.896/H3.2-21�]89N81, 11-13-]69/161 BOT CHORD 20.21e-235/3563, -235341K17-19a-193Fd228,161719313228. 14152 JIFMltl-1,1ZiPb35/d383 M8:B5 240.21242]72.419.80GH 19,619•-103112/8,619-11)BV100,617l4e-2427, 717a,166(2!6)-tY-1063I100,615�10L1210,410�800I119.10.10•-21(Li2, Sbt�.l)3YZ62,10.13.8)3(MZ82 NOTE¢ (10) 1)L81nd:ASCE)-10;Vun•11)mph(3 W gust)Vaed•92mph;TCDL•5.Ope0 BCOL•5.OW,h•19n:Cat.III Em B:EdcbsO..C-C ExMrior(2)41 In 33-13.Inledor(1)32-13b883,External 883 to 20.614,IntM«( 441 14b21-162,Extend 21-10-2 W 3Z9-13,Intark 133-8-13 b 3413,Fdnrbr(2)39,1-3la,13+P nmllever,lM and right expaeed;Lumber COL•1.60 plate grip sjS OOL.1.Eo 2 - SrCS 4)TOLL:AE]-ID: iopmeia ): ll.ES. B:PMBaIIY Exp.:CM1110 47 UnWNN biMare eon ese he this design 4)"Is war hat&ben diM9nea for greaterOf me madf M load! pR- , OF 18.0 psi«1.00 Wrrea gal rembad m 380 par On oreNaps iq mnmrcunml WN dinnerre to prema .c> 5)PmNeeshauabmresign Id Drevemparr home '�28 rrefing 6)lnuwashascanneslg rerora 100 par Mnam M«oIM to rrOrotandIenlwreany me, lire IwOa. 7)•mia washes me dwl«alae beer maioptlmnvbmbm stand Open all areas wherearecUrgk 3G-0181I by 2-0O wWe will lit eefwan Ind Coon MombyM any)at urs,W Ms,anal BCDL•10 Open e7 areme mananral mnnecmn(by dnNs7 mws6 m Ixmnng pure mpaM o1 Withstanding zes It,uplift an pm 21 dna zas lb uplift at pins 13 9)GreDniml Puffin anda Mome,Nem cot depe]Me size or the onenrarbn of the puein aldn9lna Idp aM/or Ntlwn Ulwd. 10)AN Plates 20 Ganda Unkss Noted February 26,2019 Owaaraldi ,w,,Iy VVI,al »wham.sae rrae a»year amiwraxmreawceoria.. .'baeow°onarwxe we D.ae�,e��mm•><romv.n.M�w�a....roR rn.e..�„�.e...ao„n•w.o.,.,..1.,,.l,wd.dai:a.d idarm.Nwrn°�w+m.sol .,nH m.aw�vai�w e..,e.waaau„a„e ^., admN�al-said l =ec�ae 'tien.m iia ria'Wm`mu:m au w.nu�P :n',rvn..a wewm"eaaF:tlaemanrrabuis ywyop�«m ♦N3NP119uelMcrlYrle.DBNwtl BpI8MM1r9O6aewa 1603BYxFx/eM6eN sama yy are- m, «ni. a w,,Fek�6n,41u�"`eN L.,'sexi si4 nz ell l n.. nznr.. awrr.6Ylrpan17 JOB nm TYOa Ry hill BT-NORTHAMPli MA . 8 80 01808203 rPHip 1 1 Job ReMxg bplbna There EgirexYq Cup, IMIn dMeN,WI-01151, 5,220 WOv1B2010MRaklnEueOieetne. LbngMMG3Wa22019Ppat 10249o11YW00 12p>wpNFz2J5beumrGNadJ19Pb)20NOROp10,KIEB tUa�hnp31 -t_D9 - ]-] �1zM 17-1&1 I0. ]4`45 ' &Q-13 .13 0.-74 I9 1Atl i-]J 461 Sp.19 8]-15 S&13 4S1 ]-]�3 � .-17fifi IBYlNY6- YeYlR1Y- em 12 a fall as all M c 5 8 9Y 4 SY 'e 34 910 Z 22 a Islas a 91 ay -- 2 z 11 13 m 1v n ]e le 17 23 m 15 30 31 1. 13 1B = 944 4e Y155H5 = f. = are LB = YH 44199X3 - 620 1]-10.1 NSIS SC2L 42J-0 9y0 BBO 6]-15 680 62-0 Pleb Olbeb lX,I} 12d1.412.dM3:0.1.8 .0413:9ag,0.1-121,18:0♦-2,EOgel r:0.38,0.1-0L 110:0.1-0,OJOL 110:0.00,0.1-12L[11:D1�,D24L[i3:OJ-0.0.2-e1, nealaz.az-oL Iz9:64o.6241 U2aOI1(0(per TCLL 35.0 Y�O816 Pall,Grip� 1-0.16 0.L O.BS o� in 4.0 1 Is «seri FLJtm fall 11117144 (Roof Snow35.0) banbar DOl 1.15 BC 0.83 Vm�CT) -0.811416 A1 S 1B0 M1BBH8 19]7144 TCLL 10.0 RePSpeylm IES 111e 095 Hill 0.24 13 We nen ::CLL 0.0 CoOO IRIU011/fPMOU landfill LVeignet 081b ".I^ CDL o.0. LUMBER- 1101AC91a- TOPCHORD V4 SPF 21WF 1.BE'Except TOP CHORD Structural all sheeMbp directly applied or 2-24 oc purilm, 67:2x4 DF 2850F 2.3E except and wr Inds.and 2-0.0 m puMna(3-62 mu.):67. BOTCHORD WSPF1650F 1.5E BOTCHORD Agel ce9firp olrectly applied or 10A0 oc bracing. WEBS 2x4 SPF No.2'E pie WEBS 1Roar at al 617,7-1],616 2-20,11-13:2x8 SP MOF 2.0E 2Rowe at In pis 420,613 RFACTgNB. (Iblsivel 20-b127652,13�241H88A Mas UpIR 2 2"LC 8).t�258(Lc 6) Mas Gray 20.3085(LC 18),13-8095(LC 18) FORCES. (Ib)-Max.CmnpA .Tan.-Aelar MQb)ubuexceptwWnalwwn. TOPCHORD 2�--13137191.45�450NJ82.58•-301311Bfi,&]�.I033(J03,1A�3014/300, 09-419(182,617-19-1 1nfi` 2017-91 OW,14-16-1114 BOTCHORD 4-190119]74091,9-1g .11-17-101 1]--9173053,185,74 -381],1314-19]MOBB WEBS 4-19.480190619.07550,31)--1003/1$,61]•- INNIA17.120i3315711 L18--21/1018,&18•-f 06)/124,6U•N555,6U•d8pR0,42038.5]/155. &133857/155 NOTE& (11) lignite ASCE 7-10:WM-11]mp1b(3-eeooM gust)Vaw-92mph:TCDL-5.CW,BCDL•5.OW,,fill C L II;Exp 8;Enclose,CL Ex riM2)-1-00b32-13.InterWO)32-13b11-103 Exterbry2)11-10.3b30.1-12,InLMlMl)30312b3614,Exsefb(2) 3614 b 4340:cenYeeer hall and right axp03ed:Lumber DOL-1.80 phase gdp DOL-1.60 2)TOLL ASCE 7-10:Pf-05 0 pill(Out 1mf ablied Category Il Exp B;Partially Exp.;CI-1.10 3)UnBeMoced slue bads have been considered W tis desgn. 4)This Was has hem designed ter greater of man our less load x118 0 pill or 1.095mea lent met Mad a 350 p9 on aviation, mn.cuncmrent alto otm use haws. 3)Pmvae ade0reb drainage to prevent mMr powing. 6(All plates are all pales unless otherwise Iwksbd. 7)This truss has been designed for a 10.0 pal bottom drool live load ronaxrwmmi wit any other/Fre load&. 6)`This was has been designed for a live load of 20 Ops'on the bman chord In all areas where a recbngle 36-0 WI by 2-0-0 wide fail fit between to bogom ch.W and any other mempem,with ACDL-1o.Open. 9)Provide meubanical wnnection(by others)of Wu to bearing plate capable of wltMerning 266 lb uplt at joint 20 and 285 to uplR all join 13. 10)Geyhlcal pudin representation does hot depot the size or the odenbtion ol to Poll along to top al whom Word. it)All Plates 20 Gauge Unless Noted February 26,2019 bIabou As-- .v.rryo-paa.nor..�aac.o..vresoa.nanrvoo.ecwaoutss azseacxea v.ca ur-un,e..ruutoors ersoae use eeN1 shone-di III.0.epie Me. sy„ wlemnra..ro•�,..na I.rnF.o I..1l lwm ew.a.ad.mmaa>,enl++ner.n.,e yopwM,nmmo<ne rill.x.w,nma,ea�n wuame = n.aoonyam..rai.mem.am wu,n„vmdumaw w.e.ee.nwm w0.mn„we„ `.n,<dew M,wmervensr«,.aria �..M. m.n wuwn.rnro.ear.p.,:onnim.rv.na nmr Haeme%1. n.,.wieen..wv.rng.. newe lhhly�.11.1w:m.rnra... ou. cmww.pseae.m scar Ra a,wemv cmaPm.la reoz>ealnd.y awv Sehry lniMrm en .oie enom rvn 0.e list a ee mu III . CM6reela,MOb09 lad Tme Truss Typo DM Ply a MNCy3EY ST-NORTHAMPTON,IM 92 8015 01806241 M01 MwFyFdl 5 1 Jep 10 Milne True Enpneennp Cory, Indian OMUN,M4-01151, 83305ode yT2p7v 41F IneuS MMJI. j2 Felt MW43j:1:123o19 Ppe1 102694 W NF0yT2p]wpJIFi29M-urteGHaMJ1'/Poj2pW wpGM13123j>ry_1 NTh11631 O0 610 1-00 6tL Br0e:3V•_1• m 3 4od t3 7 a s 2 LA a 3xl = aH II 610 &1L LWDINO (paHSPAgt96 2-0-0 CSI. DEFL. In (W) Wee LM PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 VemLL) -0.W 24 >999 2b MT20 19711" (Root Snow 35.0) LumberDOL 1.15 BG 0.38 Vert(CT) -D.13 24 >515 160 TCDL 10.0 Rep Stress 1. YES Wa had Hmx(CT) 0.00 Na Na BCLL 0.0 Coale IRC201WPU014 M80b1-P Weight 1811, FT-1M BCDL 100 LUMBER- BMCIMP, TOPCHORD 2x4 SPF NO2 TOP CHORD Bbuadurel wopa sheathing already applied!N 220 oc pxllna, BOTCHORD 2xl SPF No.2 except end veracals. WEBS 2xl SPF No.2 BOTCHORD Right celDng directly appiad or l0-0-0do bmdW. REhCdDON5. gb/aleel "3DBR.IeManiml,2M32103A Max H. 2he1D1(LC S) Max Uplift 1�-61(LC 6),2-103(LC 6) Max Grant;/319(1-C 9),2M49(LC 9) FOMES. (Ib)-Max.Canp/Mer.Ten.-MIMm 250(lb)orleuexceptwhens n. TOP CHORD 34-281/110 woT (9) 1)WM;ASCE 7-10;Whe 117mph(3-5eco1C gust)VaW-92mph;TCDLrt.0psF BCOL-5.0pffi neigh;Cat It EV B;Enee aeal C-C Ex 02)-1-0-0b2-0-0,ldMro)2-0-Oto2-114.Ededor(2)2-114 m 5114;cen6bber left and light exposed;Lumber DOL-1.60 place Ship DOL-1.60 2)WILL ASCE 7-10;PI360 pC(Bet ma added;Category II;Exp B:PaNMlly EI@.;Ch1.10 3)U11baMnced a11ow loads have been conaldered for Nis design. 4)1FhIs N¢a has been teamed!her greater of min roof Ilve load of 16.0 pada 1,01D three,Bet road bad of 35.0 paf on weNengs rh�ncunrant aft CMY the IOeda. 5)This Was bas been designed!W a 100 prf MBdn tlwN Ilve Ma!nordencomnt wXh any*"r INe keds. 6)-This Was has been designed for alive load 020.0,ed on the b'plan Mod In all areas where a rectangle 3 0111 by 2-00 wade wad M"ween ala bol W m Mod and any other memMa. 7)RCN to Slderud for Wss M Wu¢nr Wns. 8)PlovEem llanbC connection(by othem)of true to bearn,pate caawe of wilhalMing 8110 uplift at pMt 1 add 10311,uplM at e, -8 joint 2, 9)M PM@s 20 Gann,Unless Noted U February 26,2019 Me. ry lyn perenie E aOIES IXI aW1EFeEEFAFNeE MOEY}M9m IaaN01l BEIOFE 116E Aa,- 1 1 xdh Mateo n' p Cmemehh"SM'en,ands"sn YWMEua51NWIMnpwganenl,nW hhoys EItlpMp ly ew q ry dexambr�e pn lnW tad owM e p a' p o m a mw. n. �� n Mpenwmm Mhn. ay+y:..... ry Mss w Itis .e p, m Fepew t d re on a .oe v dui1 Crae DS6 BCe w agt totem 16mfaexdb BNpeaa 5elery Ma en cee a oro ws t e . - CxenR,W,"0 M17 I I nm TpF qy NNLKII:Y SiiIORTNMPrON,AN ' 01306203 MOtOE Mwep6M 3u0DddedOMle 1 1 13°2?B01a� R8MhTasId1mAl) T.FryvmwYN Cvp, IMnOMaN,MA-01151. B338e NW941F 13MiTeklnEus L?GIncM. Y9 Fe6251303:.3]019Pal ID2ayo1LIMMF0yT2pw0aIFa29MMZU�I..L>GpUs90Yga2DDi&W6vN6FX9YNKZMA 1 -t41a i e-t4 1416 bw sww w+r 2nd . am FT 2w II 5 e ° ] ° Li 6 a 3.4 = 20 II M II LOAONO (pry 9PaaCW6 2A0 CSL -- OEFL In (bc) YdN W PLAlEB GRIP TCLL 33A qMe Gdp DOI 1.13 TC 0.26 Vert(LL) 9.01 1 M 120 MT20 197/14 (RaalSro✓d5.0) Comfier DOL 1.15 BC 0.11 ZL)) 0.01 1 M 90 TCDL 10.0 Rep Sbeu lm YES WB 0.03 Hcrs(CT) 0.00 Na Na BOLL 0.0 Code IRC2013ITrliall Ltabd-le ININglat 191E FT-1016 BCDL 10.0 LUMM- BRACIq TOPCHORD baa SPF No.2 TOPCHORD Structural wool media,directly appIW or 6-0-0 oe puMn., BOT CHORD 2x4 SPF Not except and seNels. I'll 204 SPF No 2 BOT CHORD Rpa teal,directly appied 8 or 100 ode bell OTHERS 2a4 SPF No 2 REACTIONS. (IN6be) Y1318-1-0,2-23]9-1-0.6-¢36&1-0 Max Hoa 2-152(LC 3) Max UpIN 5 1](LC 3),2 129(LC 6A 6�199(LC 6) Mm Gets 547(LC 9),2.29MLC 9).&48gLC 91 F0110ES. (m)-Llai CampMex.Ten.-a fwsea25011b)or leesemeptwhen clew,. NESS 3-fi--elMVril NOTES /tt) 1)N1M:ASCE]-10:VU"IVeal(3-second gust)Vasd-92mp:TCOL•S.Opet,SCDL•5.Opf,Ill Call:EV B:Enclosed;C-C ComM3)-1-0-0ro 280,EaMnart2)2-0-0to 2-11<,cdmM3)2-tY1 ro 6t1J:pMneer lea and 1pM e>moeed;Lumber DOL-160 Mand grip DOL-1 BO 2)Trues Maligned for rind bads In the plane M Me Mass only. Fa eddy exposed b wind(nomel to the face),use Standard!Industry Gable End Deltaic as applicable,or consult admitted building designer as der ANSI/TPI 1. 3)TCLL:ASCE]-10 Pill pint(Oat rend snowy.Category II:Exp B.Partlatly Exp.:C*1JO a)Unbalanced inner pads nave been considered fa this deegn. 5)This truss has been designed for greater of min roof live load of 16.0 far or 1.00 rimes fat not Iwai 4135 0 oaf on Madmangs Iemwnwnem Mala oder 1.loads. 6)Gable modires conlnuwa Mtbxn cMN beimm, T)Gable situs sparN at 2D 0 ac. s, 6)alis Mass nes been designed for a 190 pW Nbdn 1MrM Moe Im5 rlonmre'wrent Nm any alder live loads. y`. •:` •rC', 0)-alis Wins has been designed for a lice deal of 20 on Me scandal dnaral In of areas Wmac a radial 3441 tall by 24-0wicd Manor ld, a me bonom Mal and any otter members. in ,,.Of 9Provide meMamrsl connection(by others)M Wan to bearing plate rep ire 0 withstanding t]Ib uplM at pint 5.1 Is uMm at µ ,out 2 and 1991E uqm at pint s, t t I All Plates 20 Gauge Unless Noted February 26,2019 p..Bawd.van,m,Man-...,-..bac,dao,efiar,rs..n.n.eaa.ren plmamc exec As.11n—..-11-10-,ea. � n,en, - � d,.00`ng.,rh+m.edtew Nn•�newedIaaf.ftaooa'Pn..,..aImmwlwnwa.,l�;n.re.<cmnryp�no ge.i,...ihe.l..nndw�wmnl,na,n6a./,nnlneid..elnn wem.nn�.naanwtwsr�v�.n lnanxQwi..t,u=,adIonwi,.a..awz..naenn.m .nriIm ,nIi—rma—an as ,..wnlon.,ouot°`:, xaNIFTxlowcrlpn.� MMad.m, 6mn n, .ne '1rdemMa1smmmnn.anManen t.aams.u3Ia ud.nen.wzmt. -lr . d .1 JOC Tluu Tluu Typo GM PM BHINCgEY BT-NORTHMAPTON,MA 8 W4T 01"8293 M02 M."oh 3 1 .IM 18 WaxIwe Ym Thou ErelnwOp Cray, Indan OlcM1W,Mh-01151. BYNaNw182010Mi zU bv1L7G.Ina MonFall,25x!QNQ 3D5632019Pya1 ID16pa1WMFD/T2plwpelFx296h-MZU�WL]GpUc'mYyoMN08%SfIBF%9YNIW63L -100 474 9EL ' iLD 4-74 Ll12 Sala-1'198 4 4W 1z ws e 3 9 T 2 Li fi 2M II 0.]d 800 bid LOADING (paC WAVN6 2-0 C51 OEFL. In (bc) IIOMI UOTAki PLAM GRIP TOLL 35.0 plMe Gdp OOL 1.15 TC 0.30 VeNLL) -0.02 6 x fsl 240MT20 19711" (Roof&now-35.0) Lumber DOL 1.15 BC 0.25 Verl(CT) -0.03 2-6 x999 160 TCDL 10.0 Rep Stbu t. YES WH 027 H.(CT) 0.01 5 Na Na SCOL 100 Cade IRCMIWPIN14 MaMx-P 3116 Ff-10% Will ameN TOP CHORD 2x4 SPF Not TOP CHORD Structural woo ahemmW dheolly applkd or 640 no punlns, BOTCHORD 2x4 SPF No.2 swats elle vemolix "'EBS 2 SPF No.2 BOT CHORD RI,M milling directly applted or 109E W tweng. REACTIONS. (I"Ise) 5M580,lechenkat 2rt75l0JA Max Harz 2-114(LC 6) Max Upllit - (LC 6),2-96(LC 6) Max Gm Y53GLC 9),201(4(LC 9) FORCES. (Ib)-Max.Camp/Max.Ten.-AHfmxa250(16)orlessemapt Mien alown. TOP CHORD 2-3-857128 BOT CHORD 2-6--W39,5�94O3B NESS 05--6071103 aaoy S (9) 1)Nino ASCE]-10;WH-117mph(BMxxr si gust)Vas 2mph;TC131--5.0pe..BCDL-5.OpaF,6-19X;Cat 11;Elq B;Endowl C-C Exkria(2)-100 to 200.In1eW1(1)2-0 to 174,Exlerbl(2)5-74to4]4:cantlkverkfl altl dghtexpaed;lumber DOL-160 plate grip DOL-1.80 2)TELL:ASCE 7-10;1 M1380 paf(het hoof anow);Category 11;Exp B;PartlNh Exp.:C 1.10 3)Un6alarceE snow bates have been con roman,for this design. 4)This Wu has ban designmi for gleakr of min roof live load of 16.0 Tufa 1.00 Xmes flat lad bed of 380 par on oalnangs mncmartenl MM other litre batls. 5)Th Is mss has been designs,1 fora 100 pal boton ohpm 11w bed mabsocumani MM any o9wr Ila lads, 6)•Thla 6uuhasbeendesgnedioralivebatl ofTO.OpMa the 6oftan Uord in all arersaMerea acbrpk 3E-0la11 by 2-0 wwe y vall m hebreen me 6onom ofloM bar any other members. 7)Rotor to giviehm for boas b truss annectiono. e 8)Prows mechan xm oral n Aon(by ofhels)of buss to beano,plak capade dwXhMaWbg 8516 uplift at Joint 5 a 1M 96 b upIM a1 pint 2. 9)All Plates 20 Gauge Unless Nokd ial 9,� aRl p'c �4Q February 26,2019 ro1roy.aww nraxneauaxce ca - aw.n evawe we o p v.la1 N a MT A6 tlas fq Me vYY Tmiml a1u M a omr. ^,l ys ee4n .n iHie sq ^Nb d dib MemN M !*m mi ae9pn4m,oma ,x pee e e Mql S Mel l M n.,s.. Il pmrmen.ana r"+v=ma. m o l'yy adop.m e. p e ,Tawas ssaa,lMe=mWen a-lable w,ins W4 n=oue,218 a Lee Seel,5O,312.Tle ,d-.VA 22314MCM1en..waA,ne9eal eul erre anmpoixnl C�Se1M r�40X6W�]e n®Tmw Ph IFxCIaErar+�DR]HnwrDta MA _._ -... . ._- R23W 8 1B092B3 91PP«Md Gable 1 1 ReMa«e lmlrnell Trm End C". M6nON�wd,AW-01161, 0220p7M4F01BQln WatiKllc. MooFc 23(DIUMM2019Pye1 102110.IltlNFO]TIp]wpYFz40lM1gA2lnltmLaF]gOC3g3vLFzc ViOBMWUB28umx11631 1dd eB0 a apw.•1'.fa6 5 add r 13 3 71 LI o e y axe = I LOApNO (peO SPAC�14 za0 c81. OEFL TOLL 33.0 in (M) visit LA, PLATES ORi (Roof Snoa�35.0) Plats C'eP DOL 1.13 TC 0.10 Vdai 0.al 1 m 120 all 19711" TCDL too Wnlb«WL 1.13 BC 0.03 V«ryCT) 0.00 1 m 90 BOLL 0.0 Rep Sbesa llv YES LNB 0.00 HIXz(CT) 0.00 we we BELL 10.0 Co0e IRC20,5?PI2011 Wall V"M:30 to FT-10% WLFSER- BMC r TOPCHORD WSPFW2 TOP CHORD SOucbrel wood aMeMing dredly applied oral mWho, BOT CHORD 2x1 SPF so.2 except eat vemal WEBS 2x4 SPF No.2 BOTCHORD Rlgk dean,directly appall or 100"oc b2dng. OTHERS 2x0 SPF Nc.2 REACTIONS. All bearings 8-90. (b)- Max Hors 2.1)8(-C 6) Mex Upid All uplift 100 to drives al 7,2,9,10 except 8-108(LC 6) Max Grav All rembona2501th«MseatldlnVn)].2,9exceP18492ILC9),10-2%(LC 9) FORCES. (Ib)-May.ConplMesTen.-Mfu s2W(lb)wknexceplwMnsluwn. MOTES- (13) t)W nil ASCE]-10:V 117mpl(3-secerM gust)V�2mpb:TCDLO.GW..BCDL-S.OW..M1-1916 C L II;F�S:End .0 CIXnR3)-l-0 b2-0 .ExW"2)2L Wb 7A.CIXneR315-74b8-74:®nEleler NAaMdg.telvceee Lumber DOL-I.W plate grip DOL-180 2)Tmes dnlgned WwiM bads In be pane d be Wss only. F«stale exposed m wIM(ndrmM tO lnerace),dee sMMeN IMueby Cade End DdaYs es appbde,«mnuN quanflM bdbbp designer as pehMSIl TPI 1. 3)TOLL:ASCE710P MDPM(Wand$ro ),Caleg ILExp B:PaUlly EV,C: 1.10 1)UNbeMncMsomebads Mee been Mi i br Nlsdesign. 5)This bat has Men oesMnee ror greaurofmi ter d n root liw bed d 18.0 pat«100 tlnles flat and bad of 35.0 pilon oveMengs Mntd.am 2 4 M dater Ilesire oche. 8)Al bllataa ere 2x4 MT2o unless otherwise iearinged. T)Gable requlrep cenW udus hall Glortl beatlng. 8)Gable e.fi eyaced at sad rid. 90This Thuesbeebeeeen esi,hMelO.OPstbdMmdlwd has bedmrin droll MwMas oiler la elcta y\�' lrfC ,07•TnN buss Ma MndesignMMs Webed2o PoMm me brio«.tliddln all areas wM1«eartdenpM 3&0tMI M/2Po wale will m.elan.IM l.,r dwN eat anyother of memcem. 11)Pmvlde mec.enkel connedbn(by,dMrs)d truss to Deadlq pate capede of wlgrsMMeg 1001.uptM alyulnl(q i,2.9,10 or Fa 12)AsB.I. Pining 20 IX ,Undgdreothed eNN.raring sudM4 aiN INsa M«d e,(.rvnt(s)2. (; 13)All Plalea 2D Caelpe UNns Nded �T 90T. G PEyy 44' F S1 Et��\P February 26,2019 Owsmice, vwirya.wen^rr.rrmAo xdrea av rwswMacxuozowfaaasFanaxcz vadewmn.. earvgn r.X o^�MWrsMbnmmbLn.inlaenulpr nPle:.MWppxuue eGnMiryv optee.d wr.malxraaenNw9nIr. v.iwkMpN.OYnlerea. rs dun.m- rowirmwar owoe ...,wn l _M ".IllNiIweI . r..dwane.axa ' du .dibme. wlWMI.-.Mamaaee. /aress Foge-Irsewmarnetwgre mrs.,_wdeiOalbauYYq eww, : uM.lr.,z1. «sIt sm.Ilay . 0 ue: a.m. poma eI.wa mn ..a.,I NL rm TYW CIM PM HNfAEY B!-N[INTHRIPTON.W ]8SY019 p1Bp820.t M03 MappNA 10 1 RW wu Trutt Englnwlry Col ItMm OMlwd,IRA-01151, B.Ma Nw ISM18MTe lMusbiu,im Mm Ftl2513:03:MXI1v Pagel IOS19o1l1tivdFOyT2p7vgQF1205hlMlnNm HgDC3cly FrN BMBHUBZBv bO 360 3L6 Saa-1:130 B bN II am I2 1 9� rA '9J1 1 1 _ W = sea II a all II 300 360 PWS OBYeM(%.Y)- HUDI0.OS81 1t: .(!615L RQ 0.0�1I1 LOA0110 (paid) SPACING 2-00 M Dili M (ba) owed Ud RATBS DNP TCLL 380 palls Gnp DOL 1.18 TC OSB Veri(LL) O.m 1 M 120 YTZO IRA" TCLL CDIL '10O).0 LumOer DOL 1.18 BC 0.08 Ved(CT) -0.m 13 M m Rep Street 1. YES LAS 0.00 Hra(CT) O.w Nb M CDL 10.0 de BC0.0 CoIR511 C201IMMI1 FT 0%Mad1.p Maddat 10b •1 B LUMBEPF BMCBIG- TOPCHORD 2111 SPF NOS TOPCHORD Structural enroll listening directly applied or 3-00m mdlns, BOTCHORD as 3PFNOS excepteadverimis. MBS 2t4 SPF Not BOTCHORD Rigid calling clam,appl8.tl or 640 w Welding. MEDGE Led as SPF No.2 TRUSS IS N AS SHO DESIGNED FOR BEARING RFAC110N& fiffMiss 2-V4(LC 1).3m 4(!-C 8) recto SUPPOCONDRTED BY MEA QUAIFE SMMIS MUSS MUST BE RAL Mm Hoe 2.199 C 0),3�2T1(LC 87 SUPPORTED O THE ADEQUATE STRUCTURAL Mev UpIR 2�199(LC Ii) SUPPORT BY OTHERS. Max Grey 2.317(LC 8) PROVIDE ADEQUATE 1ATERAL BRACING,BY OMERS.TO MIS MUSS TO EVENT POISON. (IOL MM.CwnP/Mar.Tm.-N fwoea 2301M1w1eea evceq Wien Nwxn. O(hFP-ANE MO%EMENT OR OVETURNING TOPCHORD 1-2005080 BOT CHORD IJ V M112 OF TRUSS. IeDTFB (10) 11 VBrM:ASCE T-10:Wd aW rld(3em gu u Vet L-pd:TOOL•dp WBCOL•S.OpM:M19R GL II:Esp B:EndoeM:C4 Eebriw(SCcanB0; 1311aMd(0 wmosN:Lumbar0011•1.80 plebrb EO .; 80 2)TCLL UnMI ASCE T PP33.0 add(09 mNar Category II; n, B',ParSedy Etm.;C¢i10 3)ThMbntMwu'baeedeeelem 10,0,0 V1wNbddlesl 4)This Mrssetas Wen 10.0 pal GommmONnMbedmonord Ilml WIN anyare a re Maga. s)•TMa Goss en cern emgnee 1w a Me Tote r 20.OpN on Ne Igpom mwe In an areae share a nwterDle 343-0 Me q 2A0 ways all fit t. WanNeWhom,".moNaM any other memGerO. 6)Rotor to gaderls)lorWub Wes wnravalkrl _ TI Refer to girdedsl for threat to Wss wnnecOwrs. �C B)2-199 I,amral conrrxtion(q o0crs)oi Wsab GeaMg Pole rapaNe WwiNabMirq lOO lG uplN alJdngs)excepl OM1lG) 2-tss 1NGn'Iween msiee M Icp Nol OearYlp aM rxN elepmalwvMralwM mall not exttNo.3mN. m i 10)AM Atl Plates 20 Gauge Unless Nded B �90,i:. :I P •a1cWe FSSI Er�' February 28,2019 O w1Mmd.MeyANMaxwr.r..wa3.olwrea ox rlea.aarxnlmed ene3 a3v3Baxc3 v3cam-rm,a..roovmla ercdar vee IxwPwabw eqw MrwerannemnlN.awn,•Mw.Wrwan vnnr.n.m.n..,w�smr eo�.mwa.i wiaevr..o.mm,.a NNryrMe ss" .MMI.... nnmMwm/MeprYUMNi6Yyiwnimbn ane pgnrylw a L¢NloMaweX teYgwlT. MxNaauleaYbpeWave.... eaeJ mmNem F. b]NMW len�.rt.M Cem'.mmi enonv bex3rlrpuMbYlb/wabpewlaiepweM{WbpeaomlbJeyeapMny Genape sal' rbbM bbbewl. small asre•w3ww'wN.w wBVIH1GwMcraewa.o9ew.e a3Newuq eggprr+ leox]fielnFv wwM sweet .r wiaM'eaen*w.wel,.Mb.nex Lae Mower flzwwn.vnmt.. weaveµW3mR tan tan II HlWd-b`(S]N]nT1NEP]01a.MA 1BLK4W Po01 FIATOIRCfR 1 3 Job Relwencelhis onell Pp fioErgmMgCvp.,Iridin 0.tlr0,1M 01161 In2MysaWMFOfT2p]wDIFr29Qaa I 5HQhnlMdgN E01P1bD"ft_MSu1]5¢hIR' a81a BJO 1&11-2 1860 x811 HS N4 - "14 Smw 2W II 612d= 3rd = 2W11 SlB = 5.8 13 2 a 5 pa 1a DZI 15 10 11 to 11 19 10 20 N B Y2 23 N 25 0 18 h b H 12 Syadal Spy, Ss12 _ 700miB - Sol ,, II Spllw Lbbal M2 = Spd T am II Swutl Spe®I Samoa Spe®I Spinal Ronal Swael Shebat Spps S actual Shebat urs Spatial Gail Spam' 6peaal normal, Spiny HM BM 1311;2 _ 1680 e4M %eb OBaeb 1:62J :040611 'P2J 62J .E 630 0:0.11041 .0.720.12 11054.04-121 LOACBIG (Da0 TCLL 15.0 NACNip 222 CBI. Vita In Doe) apaidm tM PLATER GRIP (Root Snayb5.0) Nab CwIP COI 1.W TC 0.0e VerOLL) 822 B 906 NO MT2a 1971144 TCOL 10.D I.b,N,r DGL 1.00 BC a." Verl(CT) AM B atilt 180 allows 2411190 BC11 0.0 Pps 1. NO m 0.19 Ha]1DT) 0.02 T Ne Na SCOL 10.0 Cade IRC20151TIFUM1M M H Wright 30010 17-10% LOMBEI, BMLNSi- TOPCHORD 2W SPF Not TOPCHORO 2-0-()sad Wtins(5d9 mez):12, eapep end yemp6le. BOTCHORD gain SP 2,1001F 2.0E BOTCHORD RlpMo lg oecMy applied or 10.0.0 hie bnofr0. MBS 2W SPF No.2'Eraoepl• 1-11,3H,J2,&0:gall SPF 1SNF 15E REACTIONS. pD'm2e) 1MTTBBnar2uinlml,l-5129aS8 Max Gne 13-]950(LC 2).1b2iSS(LC 2) FORCF$ los)-Mae Comp.Mec Ten.-Allwmes 250 ggatea evapdwhm Moan. TOPC14ORD1-1g�10' 0]10,1-13a-121T1N.2-13-1211L0,22-1211110,3J--1131M, 412--113100,S14-1131010,&H-1131010,&1-J&/a10 BOT CHORD 12-15.0338,131&W]b,l&9.01'300, IflaiO338,11-1BaM98,11-19aIM76M. 1P1B-Wt)080,1620.011]BSS,20.2110 M!l,9-21.101]650,9-22-417685, U Ma0f1]OB02324-N1]M,2425 75!15.03Y0V17N5.8-28-CVn2.2&21-N29g. 27-21bail x,2&28-Ceb)Z 1-29.0292 `AEBS 1-11-W12]85.211-21MIDL 311-591010.3-DaM gig 30.20AN,&0--3%11e1, &B-0111005 NOTE& (16) 1)spry"w WbawntreclednpetWwMIW(0.120Y teesas Milers: Top Mwtls connected as follows:2W-1 tax M P1L ac. Bolan lads conneclM as Interim:gain-2 ones abar Fred at 0,5.0 oG NEbe connected as(Wows:2W-1..In". _ 2)ml leads are mnswered asuaey applled to ml pass,amospl l nald as Road(F)by bbd:1B)bce in the LD Ciu EIS)sxLon.Palm ply mnnarear s hase been provident bdbl4ae Daly wads heard!to,(F)or(6),M,nas unlemse indlulad. 4�C„ .4s1y.4C.. 3)Yor.ASCE 7-10:Vuhl I Tmpb 13mm1e gW)Vasd-92m ak TCDL-56p1;BCDL-S.Opl:n-1 BIL Cat 11:EV 0;Enclosed;CL a Enedor(2)0.1-12an P1-12,Interest)31-1 2 to 15JJ,EMMa(g)152Jb 1081:eanleeal lW and right exposed:Lumber DOL-160 plabgdp DOL-160 yl 411 TCLL ASCE 1-10:%-35.0 PM(Dat and amw):CategM Il;Exp B;Padlany Exp.;Ct-1.10 5)Pm headed Ndmin9ewpreuwnlwaWr ding. 6)Aft plates are MT20 plates unless oghedwlne wheeled. a 1)This hiss has been designed for a 10.0 psf bMMrh chord Mae bed noncondmlent and anY other live weds. "Ppb, C EP�.�F4e 8)-This Visa has been despond for a Hue bad of 20.Opd on Me bottom chord In all areas where a rectangle 340 tall by 2-0A aMI FSI EaG� MII in!alarm Ne bdbm!lord and any higher menlbas. 9)Refer to ghber(s)for Must to Muss connedwns, 10)This Mass Is designed in accordance wM Me 20151nlemenonal Residential Code aeowns R50211.1 and R1102.10.2 and referenced standard ANSI TPI t. 11)Load idol 1,2.3,4.5.6.1,B NMne been modNM.Building designer mut reN.Mads to anal,fruit Dby are coned fa Me intended uu alalia bui 12)Craphieal pudin does mi dept has size or Me emendation of the pudin along the told andia bonpm lord. FebNary26,2019 Ohad.-.e♦nip.+rr.....�.rw.pao.exa..r«s..e,,.oumepwre.aereaErwre vaesr].n,...,omaouervoac Awa. beacon r.lalw psroonn.^In MrtW.aK tpneMn hande.gnands-1-1a,mr m-dmn,eMib IrNalp.r W,ygrodal.no ossa sysum.ee eine rw nlperr,un retry eepyiu my ormsgn peremnen ane ePeale miemp = w:.a`r;d.ereala le we+enlwmdo al�nerm.erwase.,wn,mom r„erroera nen. nwo.e r eMeysmp high en mllep Ivrry enmape r wdp bon Lcnd.'nde dandy[m ale,naBMena9ealauad....pwlwlt 1W]MI/gn Rd Se<ly lraomr on eeenasrurnrnrwv viae m:u 1A, 2 18 N Lee Still, ue 112, ienenane Va 223 14 dlw.Mrl.p.yOepp ss ype aXIXCKIEY STNOPTiPMPTON.AIR p house ptY8t9a RiT FIpTGIPOFA 1 J mRNerenCalwtlmall Tnm6qaaabg Cop.odwse tlW,Monist aYID eJn --o—o9 PpB2 IU249dIMMF0yT2p7woFY HMT 4WR GlP U1I85Wy_MS l7] hYM 11101tE8- (14) 13)Him ps(s).othercconectlon orwtn(s)atoll M plov9kd sulOdeni te auppon cenrentretecl Ma0(a)ZO Ibtlpwn and 2511bup st 1884011"come.antl 621 Ibcown at 0-1-12.Minuteman and W lb up at 674 615 th clean at 14-0.291 Mclean sonata lb up al 2-0y 615Ib dpan at 244.6151b down at 448,201 M tlwn antl 621b up H 0.74,472 m clwn at 5-2-12,291 Memo and 62 lb up al 0-74,517 th clwn at a-ae,517 th clown at 080.291 ID down and 62 m up al 0-74,51711,tl0wn at 9+8, 281 m dwn and 621b up st 10-74,517lb dwn at 10-84.51]Ih down at 1284,291 Ib dwn aM 6211,up al 12-74,517 m dwn at 134-8,291 Ib down antl 621b up at 10.7-4,01 Ib doxn antl 110 to up at 1448,81 Monson and 110 m up at 1044,and 291 Ib dwn and 6211,up at 1674,and 61 Ib clown antl 1101b up W 1748 on bWbm chord The duagolseledion of such tennectlon dmAehd Is Me reapxsldllly of poem. 14)NI Plate520 Gauge Unless Noted LOAD CASE(9) SMMeN 1)Dead!+Snw(balanced):Lumber lrwrease-1.00,Plate Inrnmae-t 00 Uniform Leads(pIO Vat 1880,112 70(F550) Concentrated Loads p1,) Vert 12-293(B)0-410-tW(F-491,0--144)11 91(F)9•-144(B)15--2961F)10-196(B)17-487(F-291,B-190)1B•-196(13)19•-10448)20-144(B) 21-291(F)2 35(F•-291,1�1M)2Y-14/(8)24 91(F)25--144(13)26-101(F-291,8-110)27.110(B)28•-291(1`)28-110(13) 2)Dead+035 SIImy(balanced)+0.75 A8b FIOer Lumbor Inereass•1.00,Plate Incrmae-1 W Un on Lewis(pth VM 14-72,7-12 300(F• Wh COIwen0ate0 Loads(lb) Vat 14.417(13)6610-462(1`•-239.8-424)11-239(F)9-424(B)15--244(1`)16. 10(B)1]-]49(F-M9.8510)18-510(8)19•-3]9(B)20-424(B) 21•-239(F)22-662(F•-239.13 4 4)23-424(B)24-239(F)25- 24(19)2 272(F-239,13 J )27-34(B)28•-239(1`)29•-34(B) 3)Dead+Uninhabitable Aft NMMM Storage:Lumber Inclea5e•1.25,Plate Imaeese•125 Union.Linda(plf) VM 18-20,7-12 140(F•-100) Mncenbatetl Leads Qbl VM 6516115(F)11-115(F)15•-125(F)17-115(F)21-115(F)22-115(F)24--115(F)26-115(F)28-115(F) 4)ceM+o he C NAM(Pas.Internal)Case 1:Lumber Icereace-1.00,Plate In..-l. 9 Uni m Leads(qq Vert 1-13.22,13-14-17,614.22,7-12•-110(F-100) Condamtrekd Leads(lb) Vett N510.52(F)11-52(F)15449(F)1]-52(F)21-52(F)22-MF)24-52(F)27452(1`)2 R(F) 5)0eM+0.6 C-C Wind(Nag.Internal)Caas 1:Lumber Inciease-1.00,PIM Ilneasp�1.W Uniform Leads(pIO Ven:1830,7-12-120(F-100) Concenband Linda(1,1 Vert:6-251p (F)11.62(F)15-56(F)17-62(1`)21.62(F)2 2(1`)24- (F)26-SAF)n8 2(F) 6)Dead.Lumber InmeasCO.Bo,Plate Illrnace•0.W PIC melal•0.W Uniform Loads(plh Vat 14-20,]-12-1211(1`--100) Conaabated Leads Ob) Vat 12.821(8)6310•-599(1`52,B517)11-82(F)9 17(8)15•-8811`)16.415(8)1]-89](1`52,8-615)10.415(8)19-4]2(8)20-517(8)21�(F) 22-588(F•-82,8517)26517(13)2452(F)2551](8)26-163(F•-82,8-81)2]-B1(B)28-84F)29-M(B) 7)Dead+0.75 SIIw(mL)+0.]5(0.6 4C dead(Net.Int)Case 1):Wmber Increase•1.60,Plate Increase-1.60 Unam Leads(p8) Ven:14•-60,742-396(F-288) ConreMated Leads Qb) Van:6-1810.36(1`111-W(F)15-33(F)17•30(1`)21.38(F)M4 B(F)24.30(F)28.38(F)a8 tl F) 8)Dead+Minimum Sam:Lumber Inrsease•1.00,Plate Inrrease•1.00 UnBorm Loads(p8) Ven:14-80,7-12�70(F-350) ConceMaled Leads(to) Ven:12-261(8)8-2010•-435(1`-291,B-144)11-281(F)9-144(8)15-296(1`)16-196(B)17•-UR(F-21)1,6198) 16196(B)19-100(8)26144(8)21-2811F142-435(F-291,B-144)23-144(11)24-291(FI M-144(B) 26181(F•-291,8-110)27.110(B)20•-291(F)29-110(B) 0 M ry 9^ t neovum enzl luse n h i i pn Mva n - IWad9 nen, nW m ry vw bro 9 m' ane 11 or<,.n a ee e a 9 a n.Regia mh.p�a ro n Iro PHSIm puM eMBCAauMse w ,In nt E95MA9ky nL9e ad Lbryft,on.sen m e a nr ro. u e emn ne,V R2 _ ez a MO6]Of] m mss Type 2Iy Py - - a HINCMIEY BT-NORTIUMPi0N,M4 138230051 1808209 man 1 Job Palmer.Iao4mell Thai EIgiwing Gap. MMn Ground.001-01151, 6220 a Nos 162018 MITe,IMusNas,lad Man Fm 251303:47 2019 Pass Io:24?MU F0/T2p7"Q F�ljWMORB UWRtl)abv kNOWjfl9wn4 bag 1633 2130 261.134 4210 4}µI 17) B4-t 611-13 611-13 I bit Ssa =1:m2 Saw= 6 flop F2 — W so 3 20 W 11 4 6 erB e% mB c 3 1e r 3 6p 1 1] 16 E 15 14 24 26 13 12 28 2) 11 10 M*sew aM = bB MINH$ = 620 As B-11-14 2643 3120 4210 C2L ]As 849 ii14 62-0 Pleb OBeebIgl,01-14121, :640 DJJ :04-0091 8:618621 19:0.1-00.2114014.04-01 LO�OBIR (PM) TOLL 3s.0 YdaBB1O 3-00 081- VeAK b rya) wen W PIATW GRIP (ROM 9nn4 W. Pleb L9rIp 001- t.ts TO On VeR(LL) -0201]11 N00 240 MTM 19711" TCOL 10.0 LMlIbr DOL 1.15 RC 0.75 Verl(CT) 3.W 1114 "900 100 M18SHS 19)71" ecu 0.0 • Rey Bbmbv YFS vle 0.97 HosRCT) 0.18 10 M Ma BCOL 10.0 Code 111=15RPI2014 MIMM-BN Nplget 203 to FT.10% LUMBER- ame TOPCHORO 2x4 SPF 210OF 1.BE•Exsepf TOP CHORD Structural v2oad sheathing already apood, except end ver8rals. 1-3,73:2k SPF No.2 BOTCHORD Rigid selling directly applied or 1000 oc brushing. BOT CHORD 2x4 SPF 1850E ISE WEBS L Row at mkpt 613,4-14,117,7-1 D mss 2x4 SPF No.2•Except• 2-17,610:2x6 SP 2400P 2.0E REACTIONS. (Real 174412/039,LP2412A45B Max Up1R 17-225(LC 6).10-225(LC 6) FORCES, Bbl-Max.CwnpAlea Ten.-N facas2W ry)grleae exwplwnen Yawn. TOPCHORO 2-Yd81/18B.3J�3UN321,4Y-310N351,58�-3101!351,67�3610)d21, 7-8-881/188,217-785/207,610-7951207 BOTCHORO 1611-1399197,14-16•-83/1881,1}14-18193,11-13�861,10.11-1390197 VeEB6 513-73120.8.13-1031162,6,11-241480.7-11-2587117,5-14—]31209, 4-14-1033102,416-24/400,116-259111),111-30311113,7-10-30311113 NOTES (9) f)Wind:ASCE 7610;Vult•117mO(Seaoond gust)Vasil-92mph;TCDL•5.Op f;WDL•5.0psf,"IN;Cat Il:Exp B;EnUOseO:C C Exleriw(2)-1-00b3-2-13,lnMlah1)3-243k16113,Ea M2)1611-3k251-13,IMeaa(1)25413103613,ExbriM2) 361-3 to 43 0:cantilever b8 and note exposed;Lumber DOL•1.60 plebgap DOL-1.60 2)TCLL:ASCE 7-10;PM33.0 pet(flat roof arrow):Category ll;Exp B;Pa tlM EV.;CM.10 3)Unuslenred.loads Luse Into nocamd red for Nk design. 4)rots truss has llcen designed W greater of min Iml Ilse lewd of 15 0 wf or 1 W time Ilal rqd kaa M 350 pM on business, nor,onnermentwiffrolhanalawkwis 5)N pwas are MT20 plates unless oftershow IMksaanl y\Eq S4C 6)TIAs arms my been designed ler a 100 part 6oit—qwN lire laws ronwnwrrenl war airy otter lice India. 7)-TMs mss has been desgned for a Into load M 20.Opsi on the bquom Used In all areas where a recangle 39-0001 by 230 whow, OEC' G ym will fit between Me bottom dwN and any other members,with BCOU 10 dust a < 8)Provide mechaNcal connedkn(by others)of mss to ceanng pale capable of withstanding 1001b uqm at founds)except(1Mb) 1]425,10.225. 9)A11 Plates 20 Gauge Unless Noted _y. • '�6;�Q° P SI �NG2 FebnJary 26,2019 0.4rewle.v.db dagaPww,.rw..raxe.b wbzesbr,ms.xa ranwEawrexxr.�,rwea e.RE.a.z.,,rr.raw�mraaE.aae use Ceryn wcllm ux enh.srn uTwe4wronnwen rob eevpn eau"p ry uw�pmneran arorvn a,q ru an ecmael weeny mrswnad,rad wtaeangn enonourwn rump asgner mrsr nary els?ru tMd Marpepoemekncea Pea Mrnwpwek miseergn nmme ewnr n bpesen dv4rrrq errndreuel was wars enaorrnora mnmers on F Muuwnel kmponnene rnmunembeuq u waynaaulrte MSledlMm bproMwnl mlYpx MN Poa9de pnronel lnrury enE pregMaemeae o, tonere gweanu nyrtlmplM r.Mrni Nnw�.e111asen enonoawa selene Wed anrema.sse ^,,l 2ZOu.IlryerlMr..osea.M%9r er,IleYptxnpwnl cb2im JMOnfiM�l1]e I _ snM2.mm, .. . toe, r.w pNr.manwre.Hary ae sr,ar.sale Al n. JW Pea rau Type Ory Pry BXINCKLEY B]-NORTHAMPTON,FM 9 36052 0180628:1 O3 Camrul 1 t Job Relwer�w acral Tows 6pinsmnp Cvp, INMan OMaJ,IM-01151, 8Ls Nw 16218 h I8s.lrc. Mw F0253W 4]219 Pae 1 O:NWMNFgT3p]wpNFII9E -Flj8QMoR2eibUtlltlzuwFmOmN3p — 060 (MO 13DA T. '1M 000 BOO 1DD 3 load 12 a n n 12 saw uo a 2 � 51� 6 aN II 2a II � B60 3 W BDO 666 all Plan OBsa6(XYl- IY0.180.1A1 M'0.180.181 LOADING (psg WACINC 230 CBI. 01 P m pool WM U6 al lE6 CNIP TCLL 45.0 pale Grip DOL 1.16 TC 0.93 Ver4LL) 0.03 S] s999 240 MT20 19]H44 (Roof Snow-36.0) Lumber DOL 1.16 OC 0.28 VeyCT) Itm 6-7 > 99 180 TCDL 10.0 Rep 6lresalm YES m 0.08 Noa(CT) O80 a Ne Ne SCLL 0.0 • Goch IRC2015?PlWI4 Mablx-P "1st 5610 FT-1094 BCDL 00 Will BRACING TOPCHORD 2x4 SPF No.2 TOPCHORD SWduml wad alneammB dlredry eased, .,t end werl4:ahs BOTCHORD 2x4 SPF No.2 BOTCHORD Rgitl calling dlrec0y applied Or 10.04 w bracing. WEBS 2x4 SPF No.2 REACTIONS. pbahe) 6-]4]/0386-]1]10.58 Max U(AM 6-102(LC 4),6--102(LC 4) FDRCB6. Iml-Max Comb fMax.Ten.-Al Iwcea 250(lo)or leu exaaswNan alwwn. TOP CHORD 2-3-55116814--55588.2-l3w-7W124.4-6-702f124 VVEBS 2-]-0824,4-]-0824 NOTES (]) 1)Wnd'.ASCE]-10;Va11-117mpN(6sw and guM)Vasd-92mpb;TCOL-5.OpsF.BW L-5.0 1;b-10;Cat II;Elm B;Endowed C-C Exele,aY W1-a-0m ssed! Lumber 2-0-00168 Exlwio goo 330 m 300,InoM(1)9-00 m 16oa,Exleriortz)10-0-0m 1340: ®mL:AS legaM:p 5,0 Par Wmofs DOL-1.W grip DOL-1.fi0 3)TOLL ASCE]-111:RM1J50 psf(651 mM arosea had nExp 6 0w for Exp.:newfl 0 J)Too Wu has been designedeliwfor dreamt M mo roof Ilre load m 18.0 psf w 1.00 Mies flat roof batl d 35 0 paten owemelga The druse lrenlwXo other lire oodfora 1 4)Tbo Wuhas beenn designefora lis pNDo6wndrum Ilre borodhoolmMwimanyhom lire loatls. 6)• I M Vuu has been designed fora Ian bad r 20.Opsf on Ure botlwn anom m YI areas whom a nromrge 330 mil by 20-0 wide witfitbetween Viejo n Woolandany omw members. 6)Pmwltle mtUanlml mnnedbn(oy otlwrs)of Wu o beadrg qpm mpable of wMamndllq 100 b usm al Idnt(s)except 0t-m) 0.102,6-102. ])Ap Ptoa 20 GwBe Unless NDNH v sen : B EO 4. ebmary 26,2019 A NINL ry M aw01E0 aM 6 ENC E faEfdRE U3E _soem o a alai n 6 0 mw w . w .� Sero a p e NepeAddm rom 6n ental 1- ea wprN N. im sns.nmMvq laeilryentllo seven mepu MN ppxsAle wnpnel lniury anepmceMHVrFh orpnCrapsde rd aninBCW IweYe mxrona brx Se„rTello Oa YIM12M, teM .Onelnppl .21SanE1-1a�lema,xe aV 111 Crawls dead and BCW OWtllrq Cmrpiwl F=24 PYerylnbrmman evalleLle lniom Trvra Plab lnaGu&]16 Nee une 11Perenene,VPx3]IlCM Ilm rvftiYM b 9b NNCgEr BrJpRTNYPlOx.1M 139238053 ; 180293 20E emnWn BocpMM OYas 1 1 J¢D Halnwv l0¢tlorel Tom frgswwMO Corp. InalwlONW.MA-O115t, 6210•Hev162016M IIWs1ns.Inc.Mm FW .482m9Pp41 10]{'fMU]NFp/i2pivgllFa182M1jdMGIpM1ZMV«PNO5]WM7M)M)M,IPPXJI%LM1DJI M12-00 660 1340 1-00 I 600 800 I tall .n O 80910.139.4 e 10m 2 ]4ZZ 6 3 y 2 B rrI 9 1� 16 15 14 13 12 11 10 1200 1200 1XI1104110 (psO TCLL 35.0 Sul Grip 2� CSL 0.12 VV-PMBLL) 0.00 9 Is1t6Alry 120 TM W ORIPM (Root 5.35.0) Llnlbw OO 1.15 BC 0.p2 VwBcT) 0.00 9 Nr 90 TCLL 10.0 Rep SDeu llv YES rVB 0.11 HoiRCT) 0.00 10 Ne Na SCLL o.0 Case IRCWI5TP00T{ MCOb-R Vaught 59 to FT-10% BCDL 10.0 LUMBER. 0MCN6 TOPCHORD 2x1 SPF No.2 TOPCHORD Structural wdm sMems,direell,,plled Drell-O oc WMn3, BOT CHORD 2x4 SPF No.2 except ell wmews. VVEB3 2x4 SPF No.2 SOTCHORD Rigid.111,dreody applied or 60-0do brad, OTHERS 2.4 SPF xo.2 REACTIONS. M Dea11n9s 1200. ODI- MmUplift MUNEIWlborless MlainMs)16,10.13,1{,15.12.11 MaVGrav A9 reedbns 250ID«ku allokra118.10,11,10.11 ex¢pt1M259(LC e),12-25gLC 8) FORCES. bbl-MBx.COmpMe Ten.-Mb 250Ob)orbuexcWp n•Mwn. MOTES (12) 1)Vida MCE T-10:W8.11Tmo(}semrq WM)Vasil-92mph'.TCDL-5.OpM:BCDLrt.Ogd,M191b CM II;EIO B:EG :C-C Comer(J) 100b2-00.Exl g2)200b3 ,CO g3156Ub904,Exkd«(2)6 b1600.Comer(3)1000b1100: cantlever twit rM right exposed:Lamber DOL-1,60 pate 96p DOL-1 BO 2)Tmu dugnedr«wlMbe ble,Ne Wtq Mehuss Only For VN ra$FMeab WMlnwmalbtlw wece),•ee SlenMNlnduWy Gede EM DekYs as eppkeble,«m s y);Cat Oo6]In9 p S.Pa e3 per AN;C?1.1. 3)TCLC ASCE T-10; dayign pal Olaf and srowl:Cme9ory Il Exp B:0 psf y Exp.:et-L10 {)TMsoune has Deen.ther hea for preaieroi min mow Ilve IoW d 16.0 psi«1.00 times flat rad baa d35 0 psl On OVealelp3 lance.w e2 4 M ober lay Iotae. 5)All pletm ere 2x4 MT20 Unless an cWWe a ai®td. 6)Gable o Wfull mteame s bon one ees or mn9. T)Tmssmud fully steamed at 2 rmm one fees«aewN4y brarza eaMnel leleml moVemem p.e,ale9oxal we0l. S)GeEk 51aas spaced designed! oc9)ThIs . 10)-Tim truss Deandeassigedtota 0PNEd em d20.0prd flyon the bnomm�camentwbhany swherela racta0s. Mq t0)•TDls lmee en Daecaftem mad an llyem baa d20.OPMan 510 DotlOn clbN k all areas where a rMargle JB-0 W by z-0-0wga willInDellen os No«ndgNandenr)d hunts W het 'a' H•. 11)15r 12 medleM'el connection(by others)dhow b ceaanp pair mpabe dwphabntli�1 W ID aqM at Jessie)16,10.13.14. w y, 5,12.11. 12)NI Plays 20 Geu9e Unku Noka � F SI ENG�d February 26,2019 A. ...... 0.fginbb uwwry.bYlMmnnedors.Tlb htiplu Gua onryupnpm,mw.amrm.vbxlvenetlxbuel WI1Ebp dmppnem.nd ash Mbbl.w ` GIanlw,Ob Gldw Enpner,ruYmb¢negfatiwyNUYd.ynnvlen me Mnd.ryeM Prs Onpn ell lne awnll nY¢xbae . Y.emo-mi.mm.xaw,lomdYe.l¢„YlnaYw.wro,rno,e xww.nn,c. ww;Awxxy.wpnm.amddap Mrfrswee GM.Gb mwelmllagewnpeavtle gnww mlury ene pePo mod"hi u"...e¢iWa4w Me away. res_T .Henelnw�I'a ..aaeuemr x5NP1111 M[YYyo•aa n,aea WllarppnlFewd la®Mlkayeada Ne 3.Iery MpMm xn ru .Lax Lee SbM.Sab)I},Pleanen..VPd3l1 CGa1wW,WaW11 3m Tmss ^..TRe Ory Ply BHINLNIEY ST-NORTHPMPTON.rM 138239Ya 01008293 mCrminen 21 1 M BerxMca -awl Toes Engineering Core, Intim Dlded,IM-01151, 82Aa Nwm 1821H0MTake,doar ,Iz. Mm Fen2513D3:A92010Paget ID:249olDtlMF0yT2g]vpYFx2mRB]IvrtldpBUDwdOPGeSLgI]9%OMZV%CaTlXavlln3e 1Ly i8] 98-12 1241-2 t]AO '1 487 425 ~ L25 4(10 ye�� &aYe•13L0 a tam tx 4a 5 4x4 O 3 a 13 10 M II 6 3u II 2 q 1 — 9 g a ] 119 = ae= 4M= 9812 17-00 8812 884 PI MOflaeh(XY)— 12'62-00.141 1/0.2-002 I R' - -0119'0.2-120.1(1 IOAgRO (m0 81CM- - 2-0.0 CSI. OFFL In (Ne) IMM ATES Ud HGRIP TCLL 35.0 Plate Gap DOL 1.15 TC 028 VarpLL) -0.11 89 X999 240 MT20 1971144(Rci0f5mw•35.0) Lumber DOL 1.15 BC 0.5] VapCT) -0.23 89 X878 180 TCOL 10.0 Rep Stress 01cr YES LYO 0.52 Hcire(CT) 0.02 T da we BCLL0.0 Code IRC2015RPI2014 Math-SH VAgec 8516 GT•10% BCDL m0 LUMBER. SWUNG, TOPCHORD 2x4 SPF NO.2 TOPCHORD Snudurel social sneaaNing directly applled or B-08 ac Were, BOTCHORD 2x4 SPF Not except eld verged, WEBS 2x43PF No.2 BOTCHORD Rigid calling directly applied or 10-04 mnredng. REACTIONS. (Haste) 9.102005-8,]•9151MeMank81 Mai 9"8(LC4) Mex UpIM 9•-IDQLC 4),]•58(LC 4) Max Gram 9.1028(LC 1),7•925(LC 8) FORCES. (Ib)-Mex.CompdMax.Ten.-Mib s250Qb)m MwexoegwlenshO , TOPCHORD 2-3 lWl01,3 "U/135,46•(07113g2(•-390132 BOTCHORD 89-32929 7-8-31991 WEBS 80-2891121,4B—B2938,3-9-749113.5 7—(Q494 NOTES (e) 1)W9N:ASCE 7-10;Vdt•at]mpN(3-adaa d gud)Vasd•92mPe;TCDL•S.Opsf,BCDL•S.Opaf,"191[Cat II:EV B:Entloeed;= EA.W2)-180 ro 2-0O,Intedopt)280 b 5812,Exbdw(2)5 812 10 11812,InMroRtl it8121013104,FxMMr(2)13104 101510WE7-10.e 35aM dgMexpose );C.1m DO L•1.00 phtegdD,Esp.; 80 27 TCLL ASCE]-10;PF35.0 pM(nM mafalwl:CeNOory II;Exp B;Pedbly Ems.;CM1.1D 3)TNh buss eas Ween tleegmd MareMa d mb molR.e local d 10.0 pai or 1.00 tlnes flai mof bed d 35.0 PM on o emallgs non-ohn rtent Wen otler,live WaIdeas1 4)R11s Wsshas he.fid odedessi tldf.aflO naf RedotlomAhood 0,fon Use head mnmmurt .11 areany aders lIse neramnhaste. 5)`TMa betweasbmldesgnedl and!a bedd20.Opaf on Me Mtlam choral in allareas weerealKla�gle 3BO Mll by 2-0-0wNe Y' WNIar0 Been.) Va.dlwdmd ally Mer nEmOeB. 8)RMerb madems)fm Wssrobuss othectiftr >t PevMe mememral connection(M'tinels)aftrussahearing plate capede dwlroahnalilq 10011,ugn at pnps)]except(11-I1h) ,aS 9 toe. m ala Plates 20 Gauge unro Noted fa. : w February 26,2019 Mrvc-v..lya..q,lPealmn..mauorro7¢mrw9.erm mcwgaoaarary aeseaaxce rlaew-em,...roo»oraeamxlvc A�Iw.wlam,eV,, 1%': „ rnrsmagn9meea mnnann cerenlnel,.nm.n..m l.m�.o loenlaae wna.vmlm.n=m,nm m ailpaesgn,b it ve l dldllMtl-ba,9 rdh�T+l^ b,, gocem mmryoMe NaaeYen mWMm'elsu W1101naeaespn aw,'J'a'lcelea5 Orc nt a 1nYp ellnJMauallmuwaanNorMma memaers onlF Rdlllonel lerTanryena pemmrtnl Mcna eal'reyarepulaerm Nealry enaN cent Mhu In posslde persone1111Nvyena paKTy aalrece. o� Were gNmrcenylMnv Ne ..lne,osah-,a elvery. ftlremertanaalnsie8N -rtooMm,sa �M/IPIl auelmeMeM1,ga6YeneaG9l amnalne eompenenl Snne Mo slave Fa sWWvinnn,l.n.n ...imwxom rmee gwle meraw..ne u.ee �e 01808283 ThasE CPmwn BuppoM00E0N - Off Ply 1 d]Rafwao(�m-MORTIVMPTORMA - Y2Y 5 Three Endowed,Cor, IMln ddwtl,IM-01151, ILM E NW 182018 Will,NtlurhW,Ina MM Feb 251303:/92019 Pagel 10:N7"LMWW2p7wWIF�8TnT1M,8uOso10 52JPTN%1NWCWTIPsv U 1D0 B81x 11-00 f� eau 91.1 i ..'as T e ° Zload 22 e ° a 15 n 3 I� x I� 21 A tP 16 17 OYV 10 tE 13 13 1]-00 wwwassi, god) $PACING 27 CBl OEPL In (ba) LHrII Il0 PLATE$ GRIP ]CLL 35.0 olein GdP OOL 1.13 TC 0.12 Varga) 000 1 Nr 120 MTA 19]11" TCDHRoyL5rlw41 IM Lumber DOL 1.15 INC 0.0E VvBCT) a.00 1 Nr 90 ]COL 10.0 Rep Shessl. YES W'B 0.16 Hoa(CT) 0.00 12 Na Na BOLL 00 ' Cade IRCA15fiPROH W A Ylatihl'.921E FT-10N $CDL 0.0 WMBEG $MCING TOPCHORO 2x0 SPF Not TOP CHORD SOucWrtl wood Moisture,MrecOy appted,r G-0-0 He., BOTCHORO 2x0 SPF N0.2 except end ye18m1s. WEBS 2x0 SPF Not BOTCHORD Rigel ceding Mimi rouged or BDa m Medi,. OTHERS 2x03PF No3 I'l IRaw at mMp T-10 REAOMONS. Al their 17 60. (to)- Max Hors 21.5E(LC Q Max UpIM NlupIM100m«tessNjdnqs)21,12,iT,18,19,15,1E,13ex.Wl0 Ia2(LC5), 20.9m(LCa) Mu cmv Nmedbne 2eAb«Iess a11a1nVE121,1$,18,$O,1Eeceq 18+25E(LC S).1T452(LC B). l9 252(LO 0),lY25E(LC 0),13.290ILC$I 140110ES. lMl-Max.C«npAW.igen.-N faces 25000)«lees excep rllm el,vm. NOTEb (12) 1)With:ASCE T-10:W"117mph(3aecond gust)Vrsd•92mph;TCOL•5.0pe..BCDL•5.OW,,h•19R C 11;Exp B;Endured;C W l&l ;- nt0. b 2-OO,Exl dght )R :Lum 2 CO L-1 60 pB-i2 b 11-8-12,FileIbR21116-12 b tY10a.COmeR3)1Yt0a b1esdesicantilevernd lad dnMexposed:Member only, or ptete gdo DredlW 0 $)Tad den!Det be wind pliblN n or oere of Ne trussonly, Sods as P0ee0 b wind(nomel to Me feneL ear 9MI,eN lntluehy Cable AS Details la50pale,ar consult Ctebely�ngxPdesigner:Prfeper As;CRl 1. 3)The ASCE Ware Ma 0oaf(reldi ant on mod res 11',Fop 0:0 pef orlly Exp.;Ch1.10 01 TEN W.has/ren designed rot greaterof on tool lie bed M 180 pet«100 tlmea Ilei tool bed of J5.0 pN an Overldgs ronc l War IM1xbeds S)Ay Plane,am lM 20undess Otlw.w Ne e l mummy reseWh essing T . Tmssb Whafty sheatl NimmWe face Wouu"/mod against Intend..t(Lo,Yagmal wed). 8)Dena,studs spced at 266 9)This truss has beer testified 10.0 PM MMn broad law ball mencolmnenl wM any oboe Me Indo. 10)-This Wu has/ren destined for a the bad of 20.0pYm Me Eoll«n tll«e in all areas where a rectangle 36U tell Ey 2,0-0 wide will In between the bottom lnN and any other Warmers. - v� 11)PmeMe medtrniml connection(by athen)of truss to fewer,pate capable N wilheUnding 100 lin upM at JdnUs)21,12,17.18, � 19,15,14,13 thompl gig 10.102,2o-101. 1$)All Russia 20 Gauge beads Noted F$I E1� February 26,2019 �wawMVE venNeewn pennxr.arc REEaarrE3 ax mY yalwGlpmYlFrt wEEEaE :EvaaFrw- nFVEE D— sig h w MYdn MY Vm W'niM Aa en'ml W ssrb.�Is aeb MMq wrM 4N'• xI RdY rtme arc orere pd3Ad a mop IVAsam con er.enn Mpim ae a ed dl o McmwN osaEa a sig eo mus cameorem roI ' SaMylnld n rt boergo IDb.31eN lee 6heeF 6u e]I1.Nurn -enera V>PR]r. coe,MO FJOr Truss Trues Typ Oty PM B HNCIGEY ST-NORTHAMPTON,MA 1362358 01806224 1IX15G GABLE 1 1 JW o re Tmss EnEngineer,Engineer,Cory, IMial Orchard.MU-01151, 8 220 . 2Novlli]O18 18 M Tes I IseNM I nause;Ina on Feb 2513A3:502018Pp1 IDN'fMILMF02T2p]w9NFx296M1-MP1P12N0N000HYtlCz_NIONDEpNEbynAs]OOTOL1638 1D0 6B] 8812 12-111 tU^O 66] 0.25 625 68-11 4M �� Sde=1:510 4 � 1001 F12- 22 3w I 1 N UW 2w5 II 8 I� 9 8 ] ass= 8888112 &4rs2 6 PIak OIMb(%Y)-wRa12'0-2-00-141,f30-0.20-2d1 f6'03-00-241 15 0-03 G2-01 p:0-1-80@-01 R:0-2-120-tAl (pan SPACING 280 CX DEFL. In plot) Ikell W RALES GRIP TCLL 35.0 gate Ghe DOE 1.15 TO 018 Verd'LL) -0.11 89 x999 240 MT20 19711M (Roof Bnow•35.0) Lumber DOL 1.15 BC 0.57 VeMCT) 4&1 8-9 x878 18D TCDIE 10.0 Rep Suess Ina YES YJB 0.52 HOM(CT) 0.02 ) We are BCLL 0.0 Case IRC201WPI2014 wMx-SH Al"lit 1141b FT-10% BCDL 00 LUMBE BMCINGE TOPCHORD 2x4 SPF Not TOPCHORD SbucMrel wood sGeemlllg mrectly applied or 6-00 oc pulins, BOTCHORD 2x4 SPE Not except into yemeala. KEBS 2x4 SPE Not BOT CHORD Rigid calling Mrsely apgkd or 1080 eC daring. OTHERS 1,4 SPE No.2 RE060110N5. p&eve) 9.10250-5-8,7-911A!edlanbal Mex Hors 9M1(LC4) Max UpN19--10yLC 4),]-B8(LC 4) Max Grey 91028(LC 1),)-025(LC 8) FORCES. (Ib)-Mex.CompAlax.Ten.-Ap romes250(Ib)wkss exreplwMnaGown. TOPCHORD 2-3 31&101,34-ee7/135,"S -835,2-9-3981132 BOTCHORD 8-942.839.76 311591 KERS 3A--268/121,4-8--8&538.39-]49/13,5]-824/51 WO (11) 1)YAM:ASCE]-1a;W911)mph(3 M gust)VeM 2mph:TCDL-5.0p.BCDL-50W h-196;Cat II;Pip B:End ;s C 1 - 0-0b 2-0-0, )2-0-010 58-12, 5-8-12 Imedort1111-0-12 b 11100,FMedort2)13104 W i6104.©deMoriught a ;Lum OOL- .60 Mgrp DU-1.60 2)Trvsdesi ewIWosintoandmemnonly. FwsMda WM ( M mal m lbs ce).SeBkMaM IM uatry Gable End De1Misasapplicable,orcessult,adiffled b raaWANSYTPI1. 3)TCLLASCET-10: (6t ) Ca ll;EpB;PEp.;C 4) bsasretlignefgreteofmmoflelMOf18OWw10timRatpbdd35.0pfonomangs non rte Omer ekeaas. 5) a planar am 2vtM uMlss otherwise iMimm 6)Gable deal .,.dat2J 0, n-'rhis Most habeen ddestMd for t Ma po botlom0psf lives Odom choreal wreany wrWMrlre bade. 8)`TXImasbaa beendealgnedl aathe/Dadd20.OpM on me b00onl chola In all areas whereareckngle M-0 tad by 2-00 woe { . wn polar between me for W. dmlll mM em other members. U 9)Rehr d giNerts)brtr are b mea mother )of 10)ProNae nlEA^ dnkal connedbn(6r olllel%)MM1uasm Gearing plate®peaeawim2bndi1re 100rouplift Mlomt(a)]exrept(1t-Ib) 9104. 111 AN Pkks 20 Gauge unless Naiad! 'S$/ Febtuaty,26,2019 Note fr uceotvan pvunbnsocsomME8a bseecny INcwCcence—h-11NLE PxaF au,IWI'.1a11a'M15.et us[. .Ecen v.l-Im sc.s wm'o raft rmbser.ml1.1' i2Nseeonlya w,einAenters-c nemN an m1....-yc".11 nni np Ueegnrrue vehl¢eppluWlry ola:qn oanrro..enm nir Acrsr1lgrel.N1. neomen >.u2�y�ues��p• dlmuryeltla..roe lemwera-.1soilalNwnw -1ranv.,w.rA1ce.a.n F eras I.r9«.rvenpw qmnlnnnne as el . 1M.neml..e.m�M wm....M.p..e.nam.mmpmy annrew 14.,L m n aam.reennla oleWwYeees era was ey2lemv.see svrNt wulM nxen.r ossa em ocN ewlelne c.�nwMm c i. ep%R.0i.9d scerycences nsues a rc,irva Is. a zc,H Lee on.,.11.111,Pleunene R 22314 a 64011 rrtn Tip NNDMIEY m-xweTlwlProN.6w 13emm57 01606283 1 1 1 "10 MT* lee0onell Tions Enp9werlq Cap. IndMn OrdrwE,NA-01151, 82M a Nor 16T2P7w M18 MITaL YrduYiu.Im. Man Fa0 M 13m'.S1 MIB Pepe t ICN9WlkMFgT]p]we11FQBBN1VQeFjyBaB0i5EPJNtl1)MLOLBJKOU5nm_IVMb 1BS] I 31810.13 18S7 1867 � gulp 1 62] 56 e as 18n 6W t3 9 M a e 3 8 21 26 2 10 r 11 4 S 3 36 . are 3 30 1e n 1e 17 to Is 1e ze 13 12 m= 0012 %10,13 00-t2 3510-1 Pleb glnM(%yl- 116.0. -SASQI 0 UM TICILL 35.0 SPI 200 CSL OEFL b (ala) ude11 W P m mm,TOLL AebiS DOL 1.15 TC 0.37 VMILL) Ne - she 99B All 1mNM TCD(amf 6nwN6.0) l.urEm DOL 1.15 aC 0.1I VerKCT) WILL 10.0 "ACT 1V6 - has whe WILL 0.0 RW SI RIC201S YES WB O.6e Haa(Cn 0.00 11 Ne M SCOL 10.0 Code IRG2015/IPIZ01! McMK-SN Wtgilt 131E FT-lox LII1110 EM1 6RACM13- TOP CHORD 2W SPF Ng.2 TOP CHORD Sbucluml wood Meal directly applied or 6 oc Wtllna. BOTCHORD 2W 6PF Ng.2BOT CHORD Rlgld calling directly Mind or 10-0.0 do MnGng. OTHERS 2W SPF No.2 WEBS 1Row at malt! 6-16 FUMMONS. All bearings 36-45. (b)- Mu UplM Allup0111001borMa MIoIM(s)17.10,18,20,15,14,13,12 Mu Gmv All mx0ane 25016 abn etl2lnKs)1,11 except 16-4331 2L 17-MRLC 3),18-521(LC 11), l9 M(LC1),2 371(LL8),15e616(LC4),14-5P(LC11),13M55(LC1),12-m1(LC8) FORCES, (Ib-MMI.CdwPA u.Ten.-A6bmes3500b).amoseKdeMwbenellgWlr. WEBS 618�ATN.S1]-36]I111.418�58/]8.S1F37391.2-40•-305N06. ]-1511'87011.bth-356r)6,9-13�173rH1,10.12�1OL106 NOTES (9) 1)Wale.ASCE 7-10:Vull-117mM(1s guM)Vaed-B2mp0;TCOL-S.W.BCDL-5.OW,,b-19IL Cat 11;E V B:Eat ;C-C E 3-7; 2)Ueseb0.19,Inlemxoed: to149J,ExMde)plans pML-1E,InMbat)22-tAb32-]J,E6bM(2)32-iJb 36-17: SCE 7--1 len 350ght fexposed:w );CoOL-1.80p4Mgrip OOL-1.60 2)TOLL ASCE now PI-33➢patheen mOtadered Cahas d II;Elq B;PMMIIy Ems.;Dh110 3)unMM N x20 loads Nees Item salered la Nb de6YJn. e)Al Marta ere 2W MT20.sins careless chnordonsin, . 5)Gable res has been designed Whom dKKd beadrq. 81 This truss M1esbeendeslgnetl bra 10.0 parWhom20Opd on bottom Mod withanyoMearelonge. ])a This Wes M1es been Whom c of bra Ian Icatl r 2 montane on We CDL Mmg In all arson where a recMngle 3$0 tall BY 240 wale waineetweenthe bosom dror artanyatlrermembers,wit BCDL hale of. 0)Pmvale meclienl®I con 1Mm(by others)d true b bearing Mab aep.Me of wlmeMMbg 100 In uM01 atplrlp6)17,16,19,20,15, U.1012 9)An PIels 20 Gauge UNnf Note] OG m rS 8 f Sl EH�� February 26,2019 �rvaaWNn vxiry ex,q,pmurss enex[ao xart5 nx rxrs oxo xlglUYEn MIfTneienFNCF1.1eEMF]1Am.taovrotsaWas use. Oewslan nIM re uaeNywN 4rtew[amerors.inl,eesl mlr eexa�nry upon pwer,wlenenxR w areas MxnW puns seeds swordsormorb lo W1111 II wmy a N nage n•re.,e vwMle 4 a rvYw etiNdapn ilnn-once mux eppeu wwdm nienrxeN Onannol nFs ne Cl slop.,enawn�em pm�ne�rmssepse aNwrvpbm we prvFy�Mtin ose®e e[s�euneineuempumm exam romwnanry — atuveene. I x -weer.SUML],....W x.14 Trpµ TNµTyp1 py qF IM1LpEY 8f-NpiIINMPTON,IM 1382YNPA� OtIW P 1 Jc018Mw.'e(cO0mel1 Trvea Er,pNMary Cap. IMIn ONlµd,IM-01151, B 110 s Nm 16 2018 MITeX IMustres,Irc. Mon Fed 2513A3:511018 Page 1 ID'I4AIWMFOyT2pIwpYFz288dL 2sry8G'taFpdOPCa8s1vJIVp'MH9101VXBlzlldb +S+-] 3 -13 151-]5-1-T � S. 1:51A 4MI� 6 Y p Bm 13 4 6 s 21 a ] 1 1] B 1 a 2G 16 15 23 1. 13 12 M 11 10 ][e Se5- O1y12 302-13 00'12 3p2-1 PM1B OeµM pl.YF 13:032,02-01 113828.0J01 LO�ONO (W) SPMir2G 2-00 CBL ll F M (MW IMebl -.._Jd PIAT GAM TCLL 33.0 ppDOL 1.13 TC 0.33 MerllLL) Na - Na 988 MTZII 19]X44 (I2op3rewe33.5) WennµOOL 1.15 BC 0.14 Verl(CT) Ne Na 938 TCDL 10.0 Rep Inman 1. YES M 0.27 Holl(CT) 0.00 9 Na Ne BOLL 0.0 ' Code IRC2015yTP12014 Menta-SH SgMBM:10014 FT-1016 BCDL 10.0 LUMBM- BMCIND- TOPCHORD 2µSPF W.2 TOPCHORD Straarel wand aIeadn, firecM,appbecl orfi-0Ow puMm. SOTCHORD V4 SPF No.2 BOTCHORD Rigid WIN dim,ty applied w l DO-Ow Madn9. OTHERS a4 SPF No.2 REACTIONS. Nldeem,a30-1-5. pnl- Mu UMM M uMM 10014 or n,µb)dngs)14,15,15,12,11,10 MUGrav Mlenclbn52501daldsallaNga)1,9evwptl3 M(LC2).14614(LC3),15-445(LL11), 16M02(LC 5),I2 NLC 4).11-µ8(LC 11),10M02(1-C 9) FORCES. Din) Mu.Canp.Mu.Tw.-M Mws250 On)arbµex®plxMn&wwn. WEDS 113•-29X0.4-1YS 103,}15--363150,2-16--3nAl6.B-12tiSMW, ]-11-36M 310.32596 NOTES (5) 1)Nirld:ASCE 7-10:W5-117eph(3acmM guM)Vaed-82Nph;TCDL S.DW,,BCDL-ODW.h-18IL CaL It EIN B.Eeeoaed:C-C ExW"2)0-7-0 In 3-7-8,InbelMl)37-9 b 12-H,Exte"2)+2-14 b 18-1-9.Inbd(1)18-1-9 b 21-7-4,ESMIM(2)2b74 to 28-7-7;mntlner bel Np India eapa ;Lander DOL-180 pan,pap COL-1 60 2)TCLL:e.9CE 7-10P 440 pal(set mat now);Can,doN IL Eap B',Partially EIN.',CW 10 3)Un3ManRd aNM Wds nave been umWered W Ma de"n. 4)M planes ale 20 MT20 unless G Ymm inelruled. 5)Gaya mudas wntauous noMN Glory nearing. 6)TnM buss Ms been eeagrled bra 10.0 psi Wnia anaN Ilw bad nonwnwlrent with any abler the Iaaa. 7)-Tab wu nae been designee Mr a lave load G 20.0pat w the lnt mord In ae areas wTem a mdangb 380 M by 2-0-0wlde y b919 de4ean one damM mae and any Cher mm nela,wIM BCDL-1oopG. 9)PeNdenMYYpl wnnetlbn any apva)al was 0 aeaMd plate wpede G w mtanalnd 100 In unit N ladlga)14,15.15,12,11, m. 9)M Pales 20 Gaups Unbs xpMa 1Y l3 .yap. PEO•a4'4�. FSSi ET�' February 26,2019 Ow.Pmap-v.nrve.rlwrwar-e.naa.paoea aB]Ma.apdxxupF ...aaaE.EaawcEe.saw-]mn..lomaolaaason a5a w��w.nawer.oen Mn Mrw a,,,,.m,..lna a.e.aa..e�n.Pn ew.•wron.m.,,...e mr.,,�„aww w�M„a meaw,e,n.„w mem.Mlon„n.ew aaaN eap,,.,,,.,n.a„n m..m�awmaaBwwmm.aoe�a�a,� e.+eme WUB^ ewdopXaaaaumP...nldw�oe ormeaNnwn..e.,,w>.nee,r.,rm„m.. �I.,,od.n.e�e•�..am eoo.e ..tm.,we..erswenm.•een...el mxo.-•+u ro+vm w�wm,.y+s.e ww.Na.nna o,w�wnwM^m-osbm u. aann,, annM�ne ids M1un iron eYle lnaVrR.]IB He4uieYaal,6uNw M2NRZawarywMd.D90Mwtl BCM euMMCw-parn 1Lnbq.4 .11 rvq nm Typa Ob Ph' NNLIttfY 3y-NORTHMIPTON,IM 130238055 01808283 Veiny 1 1 Job 18 hil w Ialicmall Trvas Enywnry Cwp. IMIn OrNaN,MA-01151. 8.220 s Nov 18X118 MiTH Induam9a,Inc, Mon Feb 231303:53 M19 Pp t IO:M'MLHNFOyT2p]wa11Fz2962- 13pPICIPOSPPOna0j1CB32&aoPMZSFgFGE3a 11A7 11.1 ' 11Y] 1-P] aoni 4a 1 apb 1z a 11 a 5 z e g 1 3x16 12 1113 1. is. a 3X10 bas= 0012 23o-1a b6Fiz zsal Pkte oapa(zry- u:gs2.ox-0L ng:o-zaosm LAIIONO gi SPAGMO- 200 CBL OEFL In 'Idl Wen Ud PMIEB ORP TCLL 35.0 Winscai CCI 1.13 TC 0.30 VMLLI Na - Na 199 MT20 III War IDOL t.t5 BC O.tB ve"i Ne Ne 999 TCOL 10.0 Rep9ha I. YES WB 0.18 BCLL 0.0 ' Cade IRCMIWPW14 ByMa-SH �21CT) 0.00 T Ne Na BCDL 10.0 V fight IO FT-10% wmm- Bw5CM6 TOPCHORD 2x1 SPF W.2TOPCHORD Structural acme sheathing directly applied or 8-0-0oc purlins. BOTCHORD las SPF No.2 BOTCHORD Rigel real directly applied or 1040 a b1eang. OTHERS 2a1SPF No.2 REACTIONS. Allimair2383. (b)- Mas UpIM All uqM t001ba Mug1d11Rq l,],it.12,9,8 Mas Gmv Pll readbns 2301b win atpinps)1,]esoeyt 10.153(LC 11),t1-51](LC 8),l2 32(LC 1), p-5n0.0 9).8.132(LC 1) FORCES, IS)-Mat Corb,AMM.Tn.-Aefartes250(lb)orlesseacapivit )fin. MEBS 410--292N.S11-UrMW.2-12-.13993,S9-47N103,13833&93 NOTES (9) 1)WM:ASCE T-10;Vu 111mph(1a d pug)Vaa 2mph:TOOL-50pq BCDL-5.W,,h-190;Cel Il:Eap B;Ens ,C-C Eximan2)LL]-]ft,}0_],Indra ll}p-]toad ExMdor(2)8-9-]b11-P],Interial 149-]b1&9-],Ealelor(z)199]0 U-11-];grNlever lin and right eapoaM;Lumber DOL-160 plase grip DOL-1.80 2)TELL:ASCE]-10;Pb35.0 paf(Sat ma arms);Celegoly Il Ery B;Partially Exp:CM11.10 3)Unbalanced snow Iptla have Ogen conabered for MI5 design. I)AS pates are 221 MT20 unless otherelse Indicated 5)Gable requires conpnumua Omnom chord bereng. 8)This Was has been deal fore 10.0 W ho8om call live bad nor ddommenl WIh sly oOreriNa beds. T)-Th s Wu has been designed for a INe bed of 20.0psf on 01e haltom Aad In ah weaswhere a 1maw191e 380 WI by 200a di wR M hetween 01e ha0om aided and any came mEmbers,man BCDL-10.0p1. �p 8)PmN]e mMwYal connected(by apse)of hose,hewing plabcapateawMWMbp IOpIII up at F'NI(s11,],11.12,9.8. 5)Ah PMNs 20Owge UMesa NdaO yv�.. -`S4 O?r c E? ^F Sl� E31G�. February 26,2019 A a.nlnm.V"n-„•,.,...� d Annmreaa.THISAND IWLr Dare.aEFEi EPemEi7. ,...,mm..-.m�aa.wac made. x.i rynceie9mn�eem .M.aMniwT.rw.m...aorsliepmve�.vim.�pvomsseldpepye`�we�nlmeHanryary:awn.e wpnop.e:M'uae:rmew�ioAddamnatsy.n.,nnamwins, s m .nn —n ° e :liis,M,msa .iecelaunemc.mPmiwenme.�.. e *rvs:m..11rill, a reeie e. o . ! . rvn TIPB Ob PN MNCMEY eTa10R111NPYON,W 13023BON 1808293 1 1 Joa 18 Vires Ilao4uun T«u EnpmaeplM Corp. IMin 01Wtl,W-01151, *FOsNw102010MITex OgMjPO IAC. A.ql 2518A8:Q3 4Pape1 IO:M'MLItlNIFVyT3p]wpBIFi390M13v50pPICIPOaPPCn6-10-13 BBNB00125FNIRIi'L 78220 St-] 119E 16 p«b•I Me 4B= _ 20. II an 800 12 s 2 9 10 d 4 1 0 0.w eM - B ] B Oe< - 24 as 2x0. '.I sta 119E 10.10.15 Pleb Olbeb(%Y)- 11:OST 6231 f5:06TAG31 LOAGRG (PC) SPmlill E00 CBL 06L is lion) MMB W RATES GNP TCLL U.0 pppp OOp DOL 1.18 TO 0.50 VeiELL) M - IJB 9N M12U 191N44 (ABMBIInaW'0) Umber COL 1.15 W Sm VWKCT) Na - NB m TCUL10.0 Rep Sbese NNp YES VN DW Hae(CT) 0.00 5 IVB May BCOL 10.0 ETE BCLL 0.0 Coble IRC201PG01s WMx-SH Waigh Fi•10% !LUMBER, BWON6 TOP CHORD WSPF NOS TOPCHORO BUublurel waoA sheWlllp already applkO ore do,While,except BOTCHORD 24 SPF No.2 2AO a putllna(&M max.):24. WEBS 2x0 SPF Not ROTCHORD Rigid Wing cliecity applied or 1c healing. OTHERS 2.4 SPF Not REAOTIONB. ApbaemgS10.10-13. (10)- Mal NIup1M1001Uork6saljo1111(s)1.5,7.0,8 MaiGrevNlleapbnB2WIbabssatlolnYs)e plt•333(LC1]),Y33NLC1]),7� 5(LC16),B•5n(LC 1]).8.5n(LC 19) FONCEB. (Ib)-Mu.Canp/Maz.Tn.-Ap br¢n250 Pb)«kse exoeplw11n 61wwa WEBS aT�l'SST3,z-�B1da3,a-8-•a1b53 NOTES- (10) 1)W ng ASCE]-10:VMI.11]mph(16em1M Wst)Va -92.0;TCDL•5.Opa.WDL•5.OW.M19R C II:EIG B:En ;C-C ECLL rA );E7-10, 35O 14M11el«aetl:).Cal II.1.00 ;P 914E .160 2)Undem ASCE heal PI.38O psf eBat and slwwg CeMe d II'.Exp B:PrRIIY Exp.:CF1.10 3)UMMe sea enol drains nate been omsbeletl for mb design s)G1 hatlll0atlra.u. cpreventwater W11Gn9. 5)OeeM anIMe m n deli s bobom cboltl oeam0. 0)ThisMan Mu Ma been n assigned for a t0 r pef 20 moN 1 the bo eenWnWrten(w liere any eery, 1Ne loans. ])s 11 M base has beenhomc fora live loth r ve.hears, IM bptlnlU«d In all eree6wTerea1etJelgk 38-0lell by 2-0-0 wltle sell IX between Mel Whom c len eM any)0 May W hearing 9)P10pdre I,iniulcnnectbn does not d pot Me ase or r Me MeblipnMf Me ed.,Me 1p arxVi1wont(611,5,],0,8. �, AS BlG All Peas 20Gauglesenptlm does not tlepid the size artlw otlwlbtln dna WOin aln9 Me rop anU«battom tll«tl. 10)Nl Pbbs 30 Gauge Unless Notetl S A Vm l� F SI E February 26,2019 Ow.rwsw.v mre.elp.a,,,m.1.,..,wxelox«ea ax rmenxowcwoevrslrexxexexeucee.ssxu.rns,...Isbasnsec. 1so.. 0�a aadha aw wn Mn mnrM re .rne«apn uM.a<nn eom wnn.un w«I..Muw.n Inmlwn w.a p mVroeMm.na ryesso aeMm,me]utlry MyyerlluslwRyme epwuMMMMNpn gnmebnvq powM bmgnk Pls Mqn YM IM ownl ..'Men. r•rp bMN]b WperenlWbayyal Yr]NMYlrvef wE.MlorNws rterraers anh Aemar e�mpnwyeMw —'armse n rwye�e..rab wryeM mpewnlwege.w,eardegnw mwry em pogMMrrepe. le nm,epe,exgme Sadely.em .Hbleh Maul n]WU MM,M.eee RI PWXyCMerY.B9Mwp%BI WINIYq COMB�e IBRD 6�PeY yall Y1BIMvnipn wYW Bm,irvu FLllMyb.JIBN lw 6MI8uIb JII..WMnO'u.VP}3JI. CMnIMN.W6lnI] Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION ;a Center plate on joint unless x,y I1-664-8 dimensions ahown m ft-In.laMlh .na Failure to Follow Could Cause Property offsets indicated. I I (Drawings not to.cele) Damage or Personal Injury Dimin it- Dimensions are in ft-in-eideentha. Apply plates to both aides of trusts 1 2 3 1. Addtbnalstacilay bracing for truss system ay and fully embed teeth. TOP CHORDS reports or X-dating.4 sleaw required. See D l 1 2. Truss b sciy neat be designed W an engines,For G-/is" d wide,truss epecirp.intlNtlulsteral braces tMnseNes Nw1=B$ v`"v bracinmy g sift Mticonsidered Ne Torl T • C bncinp chum W considered sic 2 ° y O 3. Never esomea the design loading shown and never O y V stack rmteriem on irYtlequalaN braced truasea. 0 6 e. Provide copies ofthis true rein to too building For4x2onerealbn,bt�le O Ce' OF deimer,oration aupd,vbor,prop•M owner am plates 0. 4d'from outside a BOTTOM CHORDS at mhn unedited para.., edge of mss. 6 7 6 5 5. CN merrmrs to bear t,My.Punt each oder. I. Pace peas on each face d truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREMETTERED CLOCKWISE pint and embed tint,,Knob and were at pint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO bwtais arc moulated W ANSYPII connector plates. THE LEFT' T. Design assume,trusses will be suaabN provided Rom CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUtre awironmmt in accord with ANSUTPI 1. 'Plate location details available in MITek 2020 MBERS"LETTERS. software or upon request e. unree d suceed 9%at ft.of emmentorwmber shall rad sated 19%at virre pl fabrbetion. PLATE SIZE PRODUCT CODE APPROVALS e' U.Nds.mein,.dipth this verde.ogmbnwnaer. ICC-ES Reports: use The first dimension is the plate 10.ambo 4 e.,stmdural comatent on ah 4 IN 4x4 Width measured perpendicular ESR-1311,ESR-1 352, ESRI 98B responsibily&trus•fabricator Gereml Padbebb to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 canter for dead bad deflectio, the length parallel to slots. ngt P 11.Plate type,sea hmatbnah boation Indiwtetl era minimum paring requ,ireimment.. LATERAL BRACING LOCATION 12,Lumber used shat be ofihe aced.and afire,am If all mopeds,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the •p•ofied. by ted in the bracing section ofthe truss unless otherwise shown. 13.Topchrds at be•heawed or punins provided at output. Use T or I bracing spacing ihkded on deim if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 edrm chNa rewire 4aM bra,yr,at to ft.areas section 6.3 These truss designs rely on lumber values orbs•,aro ceiling 4 installed,unless othnwiae had. BEARING established by others. 15.arRlaapne not shown ere the repgneidlyof dM1en. Indicates location Where bearings 16,a red cd or alar out member or par whoa poor (supports)occur. Icons vary but 02012 MITektb Al Rights Reserved approval of an engines r. reaction section indicatesjoirt number where bearings occur. 17.Index and bad vedknll,unless ihictlad mhnvbe. Min size shown is for crushing only. is.Use down ortmmed lumber may,pee unm mprbr emkgrarental,rowan or penonnerum rob.Comut was - pmjM."pined,bdon we. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Reviewa11 persons ofthb dngn(front,dick,wome Plate Connected Wood Truss Construction. and pidiae•f Nfone nee.Reviewing Ixcture.1. DSB- 4 retauaplem. BCSI: : Design Standard for Bating. BCSI: Guiding Good Practice M3afor Information, ' _ 20.ANS111ecumes irenkasua in acconmRa wt4 Guide to Good Practice kr Hantlling, :.. � -- ANSIrtq 1 Guely crmrr. Installing 8 Bracing of Metal Plate Connected Wood Trusses. MT&Engineering Reference Shell:MII-]4T3 M.10032015