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12C-037 (3) 49 STERLING RD BP-2019-0169 GIs#: COMMONWEALTH OF MASSACHUSETTS MaoHlock: 12C-037 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Cateaorv: ADDITION BUILDING PERMIT Permit BP-2019-0169 Proiect# JS-2019-000112 Est.Cost: $200665.00 Fee: $990.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group WRIGHT BUILDERS 084280 Lot Size(sp.ft.7 17903.16 Owner. HEART TARA Zoning: RI(IOo)/URA(loo)/WSP(joo)/ Applicant. WRIGHT BUILDERS AT. 49 STERLING RD Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287(116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON:8/22/2018 0:00:00 TO PERFORM THE FOLLOWING WORK:ONE STORY ADDITION, INTERIOR RENO & REPLACE GARAGE IN SAME LOCATION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fimplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/22/2018 0:00:00 $990.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2019-0169 �/ 0 �� APPLICANT/CONTACT PERSON HEAR" PA'�A ADDRESS/PHONE 49 STERLING ROAD N 3RTHAVIPTON PROPERTY LOCATION 49 STERLING R MAP I2C PARCEL 037 001 ZONE RRI;'la[i RA 100 )A P(V P I THIS SE( 'IJN FOR OFFICIAL JSE ONLY: PERMIT APPLICATION CHF,CKLIST LOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Tepeof Construction: ONE STORY ADDITION VNTERIOR RENO&REPLACE GARAGE IN SAME LOCATION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included, Owner/Statement or License 084280 3 sets of Plans/Plot Plan THE 0LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFF RMATION 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 ; r + 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 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. ♦ls . :�1 Y I .. .11 '.Department use only AUG 0 2018 City f Northampton Sts"'ofPatm¢ 1 Buil 'ng Department Curb Cgt/Dllvaway Permit 21 MainStreet SewalJSeptI Availability pi a- 0-rant DINGWSPECTIONS oom 100 Watae—ell Ywallability ; iorv«i1MPTCN.nwnmos pion, MA 01060 Tvq Sega of Sbucblral Plans phone 413-587-1240 Fax 413-587-1272 plol/Site Piens DUb9r SFec71Y APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 P(r000sm Addrres�s:/� /' Q� This section to be completed by office TL�9_ SIG i's�r N 6r 1— p - � Lot Unit I W k-N`,Ci r MA- Zona Overlay District EIm SL District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZEDAGEitT 2.1 Owner of Record: s �>.-_s-��L� Name(Print) Current Melling Address: p\d ? TelepMne Signature 2.2 Authorized Agent: I `y ,^T � n WillU Tg R Si' 0E—D AP41 0 Na U Current Meiling Address: Sg to Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed bennBapplicant 1. Building I6A D Ci ' / (a)Building Permit Fee 3t 2. Electrical J D J (b)Estimated Total Cost of 1 f J Construction from 6 3. Plumbing I� 0M p - Bullding Permit Fee /f�✓qq(/ T 4. Mechanical(HVAC) fE 621 5. Fire Protection 6. Total=(1 +2+3+4+5) O / Check Number 3. This Section For Official Use Only Building Permit Numher. Date Issued: Signature: Buidklg Commissionm/Impedor of Buildings pats eLelej'e� S4�-,� 1— /I I( Section 4. ZONING All Infarma[ian A4at Be Completed.Permit Can Be Denied Due To IMMPUfte Inf.gmStion Existmg Proposed Roqu.-ed by Zomg Thio cd W iv by Building Lot Size Fromage Setbacks Front _771 Side L:= R-1 7 K-= I Rear Building Height Bldg.Square Footage F---1 % 1 Open Space Footage (W a morns We&Paved #of Parking Spaces Fill: (voInme& A. Has a Special Permit/Variance/Finding ever been Issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued:1 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book 6 Page' and/or Document# -------------—-j B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 Date Issued: C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: D. Are them any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E WIN the construction aclivity,dislurb(clearing,grading,exceintion,orililing)over I sue or is ft pad of a common plan live will dkbxb war I a ? YES 0 NO 0 IF YES.then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicablel New House ID Addition Replacement indows Alteration(s) Roofingof Mae 1 �I Accessory Bldg. ❑ Demolition New Signs [01 Decks [p SidingX Other[C] Brief Description of Proposed NG' s7'OP^'I �r vpiUO 1•� t �� �.Nav 0)'s Work: .C�PL-A.iL r,� FIN cAJytG fi6C+4 110 M Alteration of existing bedroom `Yes_Na Adding new bedroom Yes No Plans At ached Roll Renovating unfinished basement _Yes �No Plans Attached Roll -Sheet Be.N New house and or addition to existing housing, complete the following: a. Use of building:One Family_ X Two Family Other b. Number of rooms in each family unit: Wtp�Number of Bathrooms c. Is there a garage attach ? Nt M qv p-M t bi 01 f'Me tM e M•AT*d. Proposed Square foofag new construction. / 6 l Dimensions e. Numberofshxies? .,�&� I. Method ofheating?UYG '' W - VyIo Fireplaces or Woodstoves Number of each $�Yy'1hYo Go M 6th v f�, �OiLb�F- g. Energy Conservation Compliance. G�!( Masscheck Energy Compliance form allched? h. Type of construction K'8 '� I. Is construction within 100 fL of wetlands?—Yes _�No. Is construction within 100 yr. floodplain_Yes�No j. Depth of basement or cellar floor below finished grade��SPAtr7 , if All 1!'pv k. Will building conform to the Building and Zoning regulations? _ Yes-No. I. Septic Tank_ City Sewer Private well_ City water Supply SECTION 7,-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property QQ �_ l� ...'^ ',1{1(�y �. hereby authorize a—A r d )�C.LXJ I LK)YN Q_�I &rs to act on my behalf,In alls ens relative to work aura ed by thisjuilding penult application. Xneiwe of 1 I p,�,�1• bids' w1, t' r u Tti— B as OwnedAuthortsed Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best mo—yB3ge fRo H and 61a ref. Signed under the pains and penalties of perjury. Q Print NaH6x" I/ Sijury MOvmedAgeM I Date (`/� SECTION e•CONSTRUCTION SERVICES 8.1 Licensed Construction /Su_peerviss, o / _ �� pp Not Appilceh ❑ Nam of Lteeme Nobler:Vy rf 1 A/ Lt CYi J e �(�o Lkense Number Md Exp Wa Date �/ � Lfl3 feeb� � Tekphvie 9.RealLLerad Home Immovement nlmclor. Not Applicable 110 �J'r< 6uvv� / 053� Com n Nama pp �� Registristion Plumber, Address �— Expiration Data Telephone.�(Z_s "Q SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L e.152,S 2SC(8)) Workers Compensation insurance affidavit must be completed and submitted with this application.Failure to provide Mis affidavN will resuN in the denial of the issuanm of the building permit Signed Affidavit Attached yes....... No...... ❑ 11. - Home Owner Eaemution The current exemption for"homeoamers"was extended to include Owner-occupied Dwellings of ave(1) or two(2)families and to allow such homeowner to engage an individual for hive who does not possess a license,provided that the owner acb as saperrisor.CMR 780, Srsth Edition Section 1093,51. Definition of 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-ves r period shsH not be considered a homeowner. Such"homeownet'shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such wort performed under the building cermiL As acting ConstrueNon Supervisor yam presence on the job site will be required frem 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 Employer;to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for persons) you hire W perform work for you under this permit The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State ofMassachuseus General Laws Annotated. Homeowner Signahs" City of Northampton / Massachusetts p2:12 B "NS OF Ba ftB icG INSPECTIONS 212 Nein Stzeet Nwici010 Builtling a NnzTdampton, !A 01060 Fee Calculator for Residential Properties Location : ,1 S-rE t4 H�- Pl, �r-tA g( IycE Square Footage Amount Basement @ .20 JSTFloor @ .50 �g3 �i��•� 2nd Floor @ .50 '/2 Floors, Finish Attic, Garage/ 0 LM Deck / Porches @ .20 //^ Total : 5 3 o D 531 . i � MP�� �sT � C,a N S�-�Gn•o rJ 5ub �o.SIG X6. � lbDo , - File p MP-2019-0007 APPLICANT/CONTACT'PERSON WRIGf 'BUILDERS ADDRESS/PHONE 46 Bay St (413)566 M7(116) PROPERTY LOCATION 49 STERL NG RD MAP TIC PARCEL 037001 ZONE IN100uLmu100VWSPf100V THIS SECTION FOR OF'PICIAL USE ONLY: ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid . �+ Building Penn Filled out Fm Paid TypeofC a++ : ZPA-ADDITION TO AND RENOVATION OF EXISTING HOUSE New Construction _ Non Interior ancrrtioos Addition to Existing Accessory Strisnae Buildine Plans Included: Ownert Siweogotor Licmx 3 sets of Plana/Plot Plan TH$FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I,NIEORMATION PRESENTED: _Approved _Additional permits required(see below) it PLANNING BOARD PERMIT REQUIRED UNDER: S Intermediate Project:_Site Plan AND/OR_Spmial Permit with Site Plan Major Project: Site Plan AND/OR_Special Permit with Site Plan ZONING BOARD PERMIT REQUHIED UNDER§ Finding Special Permit Variance. Received dd Recorded a Registry of Deeds Proof Enclosed _Other Permits Regdhed: Club Cltfrom DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit Rm Cmrservimew Commission Permit from CB Amhitecism Committee _Perm t from Elm Street Commission Permit DPW Storm Water Manegemeut ` �p -7 S'Ignmve of Building Official Dae Noce: Inusses of a Zeniog permit does got relieve a applicant's,burden to comply with all zoning requirements and obtain aB required permits how Board of Realth,Conservation Communion,Department of public works and other applicable permit granting authorities. s Variances arc granted only to ffim applicants who mea dx strict standards of MGL 40A.Contact the Office of Planing dd Developrmat for were afomudm, McNoMP--M -011 Is XMGPEXJWTAPPUCATION Mas or Wirt on i�fiegwa- aid rem tbk 5 rm to the suiting with the f300INiow fes(chalk or v ov do)Par■+le to the jAddress: Nhtaht BU"rs, Inc. Bates NorMempfon, MA 01060 (413) 586-6287 ext 105 f P Lhnisay and Tara Heart Address: 49 Starting Roar/, Florence, MA 01062 Tetephone: (413) 320.5784 3. Status or Applicant: Owner _Contract Purchaser_tssee Other (explain, GC 4. .lob Location: 49 Staffing Road, Florence, MA 01062 _Parcel Id: loc., Pau:eks �� Ln Ern Strea'utsertcc In central Bustross Dbdrkt - BE FLuo N BY THE BUILDNG DEP - S. Existing Use of Strucil" Property: Single Family Residence 6. Description of Proposed Use/Work/Project/occupatlon: (Use additional sheets if necessary): Addition to and renovation of the exisling house 7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans X S. Has a Special Permit/Vanance/Finding ever been issued forion the site? NO X DONT IGM YES IF YES,date imled: IF YES: Was the perrnit recorded at the Registry of Deeds? NO DONT KNOW YES IF VES: enter Book Page and/or Document p 9.Does the site contain a brook, body of water or wetlands? NO X DONT MOW YES _ IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained . date Issued: (Form Continues On Other SMe) W:1DaamrnuiPORM3bdpnaFHu'long-SerpaclorZor�eg-Pamk-Applicdomqulve.dw ala mag 10. Do any signs exist on the property? YES NO X IF YES,describe sia, type and location: Are there any proposed dodges to or addhim of rya intended for the property? YES NO IF YES, describe size,type and location: 11. WILL the construction activity disturb(clearing,gradin➢,excavation, or fglap)over 1 acre or is it par[of a common plan of development that wdE disturb over 1 acre? YES_ NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MIST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This cubnsm reserved .for use by the Buihtusp Department EIISITNG PROPOSED REQUIRED BY ZONING Lot Size 18,200 Sq Ft+/- 18,200 Sq Ft+/- Frontage fFrontage 62.29' 62.29' Setbacks From 25' 25' Side L. 25' R: 15' L: 25' a: 15' a R: Rear 110' 86' Building Height 17' 191+1- BLdldkl Footase 1,926 Sq Ft 2,943 Sq Ft %Open Space: Rot area mt�butaing B paved 15,496 Sq Ft+/- 13,162 Sq Ft+/- 0 g of Parking Spates 4 4 g of Loading Docks 0 0 Fill: wlume B loca0 0tion 17. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Do.; 07/13/2018 Applicant's Signature NOM Leuanee of a zoning permit does not ret eve an applicanCs burse-to ci m? with all zoning requirements and obtain all required permits from the Board of Health, on Commission, Historic and Architectural Bonds,Department of Public works and other pplicable permit panting authorities. w:iDownrnsuowAslori eros-yrroa-APPIIaionyr.Hw.aas vad2oW THIS PLAT IS COMPILED FROM DEEDSPLANS AND OTHER SOURCES AND IS NOT . TO BE CONSTRUED AS AN ACCURATE SURVEY AND IS NOT TO BE RECORDED. BUILDING LOCATION ACCURACY IS NOT QUARANIMMD NOTE. SUB,ECT TO AND TOGETHER VATH EASEMENTS AND 11291' RIGHTS OF WAYS OF RECORD. a) C ZBOOK 5643, PAGE 70 PLAN BK. 51, PG. 48 O - LOT #31 r -i o � v {t49 � L be O STERLING ROAD TO: MERRIMACK MORTGAGE COMPNAY, LLC & FIRST AMERICAN TITLE INSURANCE COMPANY TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF I HEREBY REPORT THAT I HAVE EXAMINED THE PREMISES AND BASED ON EXISTING MONUMENTA11ON ALL VISIBLE EASEMENTS, ENCROACHMENTS AND BUILDINGS ARE LOCATED ON THE GROUND AS SHOWN AND THAT THE BUILDINGS ARE ENTIRELY WITHIN THE LOT LINES. EXCEPT AS NOTED. I FURTHER REPORT THAT THE PROPERTY IS NOT LOCATED WITHIN A FLOOD PRONE AREA AS SHOWN ON FEDERAL FLOOD INSURANCE MAPS FOR COMMUNITY 1250167 -NOTE- SURVEYOR ��pp rt. -L n4, THIS PLAT FOR MORTGAGE LOAN PURPOSES ONLY AND DOES NOT CONSTITUTE A PROPERTY SURVEY OF -MORTGAGE LOAN INSPECTION PLAT- NORTHAMPTON, MASSACHUSETTS R ALL PREPARED FOR rm 4 LINDSAY MAN! HEART & TAM CASTALDO HEART 135W2 SCALE: 1"=40' JUNE 27, 2017 HAROLD L EATON AND ASSOCIATES, INC. REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET - HADLEY - MASSACHUSETTS 1 Addition and Alterations for: s 4 T Lindsay and Tara Heart i e 49 Sterling Rd., Florence MA a T - B UST OF DRAWINGS = � T-1 Tide Page,She Plaq Wlndow and Door Sefiodubm k. ff•� .an D•1 DemelRian Plan Iy} P! A-7 PoundWaJgwm.ne Plan A-2 Feet Row Plan y i A-3 WMmW North Dovadona a �! A-4 Eaat and South Elevath m 'A-5 Well Sewkm pwsn A4 Swdon/eavatbn of Nlmhen-Dining,Bathroom Navwdote L�vDuH 4'�.d Narer A-7 Roof Plan with haming nom E-1 Ek bkal Plan .. - P,ahct Name stwynetl.lxreuxa'wr . Womle, sMrwrao¢tw.��,_. Dam -+M b n.atvw WINDOWS .:.. . DOOR SCHEDULE Pule c„ fr .e e w BID SET - meet Nn-T-1 of till All t-3 bwW.4K Y6T�Y wV�w y�r .wtWrs.,�waW PO wrr..�s wf.�i ,N•r�M�w .. TIYtK� ��. m O •wr'uia��""srra+� � ggq�l-nSi.E.1L[iCSYG� 9�aNI4 I� ..n�Mw.nawa.few+rv..nE wrwra� ..1.9Ma1 py6,Nw .. >Ww MeuH.T/ pM�Mld OWs.V�MwM •. BID SET 9M1Nab-1d 1 < I . [NI ii f n II II 4 {. t KKK fj ': c r j I }{o WRIGHT/-'.),BUILDERS . cOwi'.�. �,ma, � � v.�erW �+. fv� 'sfusi+%f'*!4la uas✓i f�..., swy y u.• 1T PG"k:AlX6Y✓•nMl-\5 Y .. V M4b.•Si � � , �w r•W war• .�-. " Mw.n.M � + yipa4yG..*4.H� ' wi[•1'�S> S0�6 I� � - tln` ib�'{ ` - � sO•Illla W✓ 4w�i.ORi d1M*s �\ WD J� ' �cv+.or ..wv. rwr�w..+~+nu. _. �No.P•td-1 ..." �pp. -�.A. _ - i^- -- .�.. v. .�.-, _�- ��--1- '�Kl �py!I•�sM{RtiT O'�s�aMs aµ ' K(:.3+tyylbYNL�� BID SET li II I� CI 'a a � WRIGMT/QBUILDERS E � i . tptpyy g T • ` - M • f ti: � w p �, .+�u+.u.a�r ryaTbwv�p�'M1w+tM m Iou1Nw ' enYs v/U/16 Vp A,.w D ' Takt l•Ito• w:.+......�,.,.,.. BID SET ._�LS.'III2f:.�L"BS�J YPYNEeYeR / P 1 - / C \SYFI JS'C.:WM:1.:96GT1�aN . I'-Ib• S NS �11b' s�rwa-sm'7 '. 11 �..rswr.. ::� I �fI I�II���� 7 1 �� ` NII '�lQr►'� .�I;I, - 5 �) � - ee laNOraUltc;•.+.�ni Llitiainyi rxrill n`ilia"flis91•' +'•'�Yd"''"d}"IHPti`�'•'e.•• . (II! G i moi � U � ♦._ffic11"4N 7 )� 1ves.Y'y TMaA Muo_r J P ef3 _ 4I 9 HM+ueM., yRWS�nNt XT 11Y.Tn�H U= r - � 9+W fwa�a*Y w+yiwm u:e� • / ~ r ♦r•�N •v •. . Y,w•+4 L I MMa�vS C:LIMA N. rrrrrrrir�r •'�_� _ _ RwYS G/1 �� 'IJ4/Ib Cisow Ya=�b' A m,k BID SET bb w��wh I�_Y �" _ _ �3' 6 x Oenw• Hs�.w• H co YxckH' w � • _.___— —L�j e ]N>ITI°H'Y�aYfµYluuS . W�' 'RILL' ® 1polin IbW..6/11/le ' folie V,:py .as.d Aw1w�Yt BID SET v 1.EtTP-i e.AL. PLAN-." . I- . - ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Ndrade LAilibbW Site Address: tN� Applicant Address: ciry/Cown: fA 0 _ Use Group: O 0 0 Date ofApplication: O .Applicant Phone: 4I2 Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to J.or 2-family wood frame buildings heated with fossil fuels only) Package(A through EIC from Table J5.2.Ib):_ Heating Degree Days(HDD„)from Table J5.2.1a:_ (For items d.through i.,fill in all values that apply from J5.2.lb,) a. Gross Wall Area sq.ft f Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- e. Glazing%(100 x b«a) a/o h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance:"Manual Trade-Off'(Limited to wood or metal framed buildings only) Climate Zone(from Figure 16.22) ❑ Zone.12 ❑ Zone 13 ❑ Zane 14 Attach Trade-OffWorksheer from Appendix J,[and HVAC Trade-Off Worksheet,if applicable] ❑ MAScheck Software Attach Compliance Report and leopection Checktud printouts ❑ Rome Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS razing score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a.Gross Wall+Celling Area J3q!j__sq.ft. b.Glazingaxiot- _sq.h. aGlazing%(100ab1ti ADDITION with Glaring% (c.)up to 40%may use 780 CIa Table 71.1.2.3.1 below: MAXIMUM U-Vatue MINIMUM R.Velure Fmcstrimart, Ccilin Wall Floor Besemcnt Wall 91ab Perimder. th 0.32 1 R_w I R30 I R-30 R-15C.iinnuous 1 R-10,2tt 1 Glazing Area may be either Rough Opening o lJrit dimensions. 2 Based on NFRCdisdng. Applies either to every urdt,of ta arca-weighted average of all units. 3 R-30 ci ilhtg insulation may be used in place of R-37 if the insulation achieves the fidl R-valuc over the entue ceiling area (i e.-not compressed over exterior walls,and including any access openings. ❑ "SUNROOM"addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. 01 Name: OffmiaPs Signature: _ Application Approved ❑ Denied ❑ Date of Appmval/Denial'. Reasons)for Denial: (provide additional details as needed on back side) Board of Building Regulations and Standards License: CS-084280 Construction Supervisor ROGER S BUZZELL 277 SOUTH STREET ; BERRNNAROSTON MA 01397<, �rl��- Expiration: /Commissio he 0 310 612 015 The Commonwealth ofMassachuselts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 0211 4-2 01 7 www.mass gov/dia Rbrkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information es � Please Print Leeibly Name Busss/OrganizatioMndvidual): W66M &—, ye/'y Address: flOrpkwy 'QT-- City/State/Zip: IV0P-T YAJb"N tM/r Phone#: f'13— 4 (g Are you as employer?Check the appropriate box: WD o Type of project(required): 1.❑l am semployer with eocployeca(bill-&or too-time).• 7, V❑Now construction 2.❑lam resole pmptiemrmpmmership end have noe�layees wohivg farmem g. ITl Rernodeling any capacity.Ma worker'comp.wsmance required.] 9' El Demolition 3.❑1 am a homeowner doing all work myself.[No workers comp.insurance required]t y�.,, 4.❑1 am a homeowner and will h biting con recmrs m conduct all work on my progeny. 1 will l0,Wuilding addition ensure mar at contractomeiferbavework 'coWmsadon insimnceorewsole 11.❑Electrical repairs or additions prapnielon withno employees. 12.,��/Plumbing repays or additions s�Shc am a gwerel contmemrend 1 have hind the sid conoemors listed on a nthe abed sheet. 13i]ClRoofrepairs I"'n sub-wnv tombaeemployeemdhavewarkerscomp.romance? 1"` fi.❑We are acorymatiw mdits officers have exercisNfeir right of exempFon per MGlw 14.❑Other 152,§I(4),and we M1ave vo employees.[No workers romp.msumoce required] •Any applicant fat checks box#1 mart also fill out the erotiov below showing their woken'comperoatiov policy information. t Homrowners who submit this sfidevit wdicanng they are doing all work and dies hire outside cantremors mast submit a new affidavit indicating such. ;Connectors fat check this box occur anached an aditiand sheet showing the name of the sub-ronnac[ars end stare whefer or not those entities have employees. If the sub-cannectme have employees,fey most provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. y .,/ Insurance Company Name: /s • M ' M d-1 V Policy#or Self-ins. (Liic.#: O G a-o o 2-'�trD 53�r7'�I g)'C Expiration Date: 2/11 ( 7 Job Site Address: 7 1 51 G Qtif NY 1'✓r'QFi City/State/Zip�M/�- 4010 4a.— Attach A' Attach a copy of the workers'compensation po icy dalarafion page(showing the policy number and expiration date). Failure to secure coverage as required under MGL a 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 of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerfify//under the pains and pena(lde�s ofpperrju y that -the �innfo�rm�adoon provided above is true and correct S'an�0.l.p51 /A4(dl� N-1 "'U>(> Date Q IIOITb Ph e# I— L111 -9219 Official use only. Do not write in this area,to be completed by city or town ofciaL City or Town: Peemit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 'sae � CERTIFICATE OF LIABILITY INSURANCE °"T"""°°"" iini x3222016 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATNELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTEACONTRACT BETWEEN THE ISSUING INSURERI AW14ORMED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the c*Mflcete holder HE ED ADDITIONAL INSURED,the POICAMM)moat have AWITIONAL INSURED prOLlater.AT lWendorsed. R SUBROGATION IS WAIVED,ORSIN tto the terms and conditions of the policy,,ertaln Pollci"a may require an endomemem. AsW*mentan this certificate does not confer rights to the calUScate holder In Ileu of such endoreement(s). PROm1CI R ACF Jgnna RIXSi ,CISR ENe Webber 6 Grinnell PH HE 413 S86-0111 Rs ( ) AK x11: (413)588-3481 B NOM Ying Skeet imnEb: IFOMgu grintreE.com INSURERa AFFORDING COVERAGE NNCA Nodhdmplan MA DIOR mSUREAA: Arbella Insurance Group 11ODO WSURBp AI .M.MuWai INSURER B. Wright Sullders,Inc. msusas c: Ann:JmaNen Wright IMUIMao: 48 BANS Street -- MOURERE: Northampton MA 01060 I RF: COVERAGES CERTIFICATE NUMBER: MSSAA-2019 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ASOVE FOR THE POLICY PHNOM INDICATED, NOTWITHSTANDINOANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCHES.LIMITS SHOWN MAY HAVE BEEN REDUCED STRAID CLAIMS. R FTR Tf9EOFMURANCE PoLMYXU"BBR YMNpYYry MN ESP tM118 X COMMERCIAL GENEML LMBIIRY FACHOODURRENCE f 1.000.000 a..MADE ©OCCUR PREMIE i 1 W,a00 MEO EXP My 0n0 noon) i b•000 A 8500088268 0 SN12018 O3/0f12019 PERsorMLawMiwmmr 5 1.000.400 GENLAGGREGATEHMITAPPLIESPER: GENERALAGGREWTE $ 2.0(100.004 POL2'Y❑PR0. JECT tOC fMODIlCi6-COMPJGPAGG S 2,000,000 OTHER. Employes San I E 1,000,000 AUTOMOBILE MOIL" OMBINOM SINGLE UMn E 1,040,000 ANYAU'6 BODILY MJUR,1.1 S A AUTOS ONtr x SCHEDULED 1020010845 03I012m8 03/01/2019 BOmLY INJURY IPr aween0 E CHER AUTOS HWEDx OWNED ALITDO,OF, AUTTAI pACF OOM4 S PIP-Basic S B4Ow UMBRELIAMe occux EM:H OCCURRENCE S 5.000,000 A ExcE68LME CLAIMS MADE 4600068288 03/01/2018 OM1M1019 1,GGREMTE y 5,001 OED X i 10.000 S XVMERB COMPENBATIOH ANDEMPLOY WLIABILRY VIA STT TE OR B ANVPROPRIETORTARTNEWENECUTIVE i.F.RMPAREREYCtUv[v+ O xtA MCC20D2000S342018A a3101/201tl 031Q1/2919 ELFACNACCIOEM 500,000 I"BnOtlerybn.Wn 0mn Wone., (.L.DISEASE-EA EMR.- i ELI DESCRIPTION .- EGCRIPTION OF OPERATIONS b01mr E.L DISEASE Pq ICVLIMIT S 1.000.000 DESCRIPTOR Of OPERATORS I LOCmserejr,HM S(ALOE,jai,An an0I RI Ec Is MAK My A,MynNy WMM RAba h n9oLN) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POURC EB BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELNERED IN HAXTe0IX19I PUIpCSES Only ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORISED REPRE6ENTATIUC ®19118-201SACORD CORPORATION. AS Tights reserved, ACORD 35(3016/03) The ACORD name and logo ere registered marks,f ACORO 819120. Ofice of Consumer Affairs&Business Regulation-Mass.Gov Home Improvement Contractor Registration Lookup To search by registration number, enter the registration number in the textbox below and click the 'Search'button. Search by Registration Number 101536 Search You must click the "Search Registrant" button to search by name or location. Search by Registrant Company name Search Registrant Search by Registrant Last name hllpsl/services.oca.stale.ma.us hiv imnseelist.aspx 112 819/2018 Office of Consumer Affairs 8 Business Regulation-Mass.Gov City/Town State Zip code Click on the registration number to view complaint history. You can also view arbitration and Guaranty Fund history. The list is current as of Wednesday, August 8, 2018. Search Results WRIGHT BUILDERS, INC. Wright, Jonathan 101536 48 BATES STREET 06/25/2020 Current Northampton, MA 01060 Site Policies Contact Us © 2012 Commonwealth of Massachusetts. Mass.Gov® is a registered service mark of the Commonwealth of Massachusetts. 8/9/18 - We are awaiting the renewed HIC License ... coming in the mail httpsllservims.oca.state.ma.us hialicenseelisl.aspx 212 OTE DATE 07l13/16 ORDER# ORDER ORDER DATE QUOTE# ' 180639708 DELIVERY DATE / / CUSTOMER ACCT LMCWRKMI DATE OF INVOICE I / CUSTOMER PO N ORDERED BY Andy Clo Ston INVOICE If UFP Belchertown, LLC TERMS 155 Bay Road.PO Box 945,Belchembed,MA.01007 SUPERINTENDENT Doug Hodgins SALES REP Brian Telreault Phone:413-323-7247 Fax:413323-5760 JOBSITE PHONE If (413)24]-6314 SALES AREA Massachusetts/ R.K.Miles-Hatfield JOB NAME:He."Residence LOT# SUBDIV: 24 West St MODEL: TAG: JOB CATEGORY: Residential Hatfield, MA 01038 DELIVERY INSTRUCTIONS: (413)247-8300 Heart Residence SPECIAL INSTRUCTIONS: 49 Sterling Rd. -7/9118 plans am 7/16 section,'All existing conditions need to be verified prior to formal approval and order-ridge height,plate heights, Florence,MA 01062 heelridge location,ptph,and overhang. BY DATE IILDING DEPARTMEN OVERHANG INF HEEL HEIGHT 00-0000 REG.LAYOUTS REG.ENGINEERING QUOTE BFT 07116.118 i01 TrussesENO CUF RETURN _ IAYDTIUT PLUMB GABLE STUDS 0IrL OC n JOBSE OB 1 J6ITE 1 CUTNG I 700F TRUSSES LOADING ITULToMEx i(i I STREW bre ROOF TRUSS SPACING:240IN.D.C.(TYR) INFORMATION WO15.00.0,10o 1 1.15 PROFILE OTY PITCH TYPE BASE CIA LUMBER OVERHANG ANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN Tor Bor LEFT re.mI LEET I RIGHT PRICE PRICE COMMON 6 4.00 0.00 T01 46-00-00 46-000D 2X62%6 Ot-0000 Ot-00-00 ' - ___ COMMON __. . .. 3 4.00 0.001 T01A 4600-00 3706-00 2%62X601-00001 080600 COMMON - --- 1 4,00 0.00 T01GE 46 W 00 4600-00 2 X6 2 X fi 01-00 p0 Ob00-OO ROOF 7 fi00 000 T02 2901�06 29-0108 2%42%4 p1-00 00 01�0000 ROOF ROOF 9 01 in 2AW US 1 6 00 0.00 T OOF 29 01-08 29 01 OB 2%4 2 X O OT-0O-OO 04-OB-00 1 _ _5 6,00 _ �s 01 00-00 01 DOW ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY -_ TITLE_ - BY: � ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL Quote is based on current design values at the time of quote (lumber, EW P, hardware,etc). Should any of these values change prior to completion of this project, UFP Belchenown.LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts,stamped bracing diagrams are NOT included BUT can be provided for an additional charge. JANUARY 1 , 2009 CONVENTIONAL VALLEY FRAMING DETAIL ST-VALLEYI JU R, C _ --- RIDGE BOARD ORGABLE GIRDER TRUSS TRUSS Imo, (SEE NOTE p6) OR GIRDER TRUSS MiTBk Indu5Vi0 S,Inc. Y j� VALLEY PLATE .� (SEE NOTE#4) I. . POST VALLEY RAFTERS (SEE NOTE#8 SEE NOTE ) _ �_ . . . PLAN DRAWING..,..:. . TRUSS TYPICAL POST (24'O.C.) (SEE NOTE#8) GABLE END,COMMON TRUSS OR GIRDER TRUSS P 12 X I z PLAN SECTION TRUSSMUST GENERAL SPECIFICATIONS BE SHEATHED NOTE: 48"O.C.MAXIMUM POST SPACING 1. WITH BASETRUSSES ER (INSTALLED), PLY SHEATHING TO TOP cHoao OF SUPPORTING(BASE)TRUSSES. LIVE LOAD=30 PSS(MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. DEAD LOAD= I5 ESE(MAX) D.O,L.INC=1.15 3. DEFINE VALLEY RIDGE BY(L)GIR ERT FROM THE TRUSS TO THE ROOF RIDGE OF ASCE 7-98.ASCE]-02,ASCE]-0590 MPH (MWFRS) THE 1 a.)GABLE END,(0.I GIRDER TRUSS OR 1a1 COMMON TRUSS i0 THE ROOF SHEATHING. A INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH(2)Iw(3.5 X.131")NAILS. S SET 2 x 6#2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 46'O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH 14)10E(3'X.131 )NAILS. FASTEN POST TO ROOF SHEATHING WITH(3)10d(3'X.131')TOE-NAILS G FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24'0.0.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH(3)IW(3.5'X.131')TOE- NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH(3)l6d(3.5'X.131')TOENAILS T SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 46'OLD(OR LESS)ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING, A WGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH(4)1M(3"X.131}NAILS. FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH 12116d(3.5'X A31-1 NAILS. 6. POSTS SHALL BE 2 x 4 Q OR BETTER SPRUCE PINE FIR,DOUG FIR LARCH OR SOUTHERN YELLOW PINE. POSTS EXCEEDING 75"SHALL BE INCREASED TO x 4 OR BE PRE-ASSEMBLED 121 PLY 2 x 4'S FASTENED TOGETHER WITH 2 ROWS OF 10tl NAILS 6'O.C.. MATCHING EXISTING ROOFS Matching new trusses for an EXISTING SECTIONAND NEW SECTION addition to an existing building is tricky.Whether the existing S� building is trussed or stick framed, we require the dimensions shown in the illustrations to ensure the existing fascia meets the new addition fascia. Please fill in the blanks below for each area. CL I C2 OH2 Existing Sectlon"V" A B Ct C2 r D E OHt OH2 F E7 F - Ell NEW Section"2" A B 1 C11 C2 Ij-7 D E OM1 OH2 E7 F 8 JANUARY 1, 2009 REPAIR TO REMOVE CENTER STUD ON A GABLE TRUSS ST-REP18 �I R MiTek USA,Inc. Page t of 1 1.THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL INTENTION.THIS REPAIR DOES NOT IMPLYTHAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO r ). ) - VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED L—_ _ I REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING MiTek USA,Inc. THE LOADS INDICATED. 2.ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. 4.LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED. 5.THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X-ORIENTATION ONLY. 6.CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED. +MAXIMUM STUD SPACING=24'0 C LUMBER TO BE CUT CLEANLY AND ACCURATELY, NO PLATES ARE TO BE DISTURBED. NO REPAIR NEEDED. 12-MAX 24.. 7 o MAX CE h F � II �H GABLE COMMON THE OUTSIDE FACE OF THE GABLE MUST BE SHEATHED WI(MIN)7'16"O.S.B OR PLYWOOD. SEE MITEK STANDARD GABLE END DETAILS FOR WIND BRACING REQUIREMENTS. IMPORTANT This repair to be used only with trusses(spans less than 50')spaced 24"o.c.maximum,having pitches between 3/12 and 12/12,total top chord loads less than 50 psf and maximum wind speeds of 100 mph. Trusses not fitting these criteria should be examined individually. TRUSS CRITERIA LOADING:40-10-0-10(MAX) DURATION FACTOR. 1.15 SPACING:24"MAXIMUM TOP CHORD:2X 4 OR 2X 6(NO 2 MIN) PITCH:3/12-12/12 BEARING:CONTINUOUS STUD SPACING:24"O.C.(MAX) REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES JCb639ne GommonauTrvss Trvss Typeppaled 1 Oly Ply 49 akrlin9 nE Florence,MP 190TOIGE Geda 1 Jab Reference(pplipnap A universal Foreal PnxUW Company,um20Q0 0210 s R r 222010 MiTek In4uelrea Inc Man Jul 181558.592010 P ID.2pcN40IL4flOG_co03G8CCZ�AVUXObkWNstlS505IZM4408Rto31yIthTYwx?VWEgJY bo -111 23-04 4S." 1L 33LL 2300 1 M Srule=1]92 40012 fi- 14 15 16 2 IJ 17 dull 4x6 12 i2 - a 7 18 4x13 g 10 11 a 9�0 21 8 22 fi T 0 SitO Silt STry6 ql 24 1 414 5 Ti 6 y $lH a 7 Sllfi s. g l 25 4.4 ST4 a 27 29 212 541 $T2 3 sT3 s2 5�1 26 4x6 1 52 51 W 49 48 47 46 44 43 42 41 40 39 38 37 35 31 33 32 31 30 4x6 45 36 4xfi 4. 4600 46-0-0 LOADING(pap SPACING 20-0 CBI. DEFL. in (too) pall Lid PLATES GRIP TCLL 35.0 plate Grip DOL 1.15 TC 004 V rgi-L) -0.00 28 Nr 180 MT20 1971144 (Raaf Snow-35 0) Lumber DOL 1.15 BC 001 V rl(CT) 0.00 28 1r 80 ]CDL 15.0 Rep Stress lna YES WS 0.28 H gdCT) 0.00 28 la he BCLL 0.0 ' Code IRC2015ITPI2014 Matrix-S Weight 2801D FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x6 SPF 21 WF 1.8E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x6 SPF 21 WF BE BOTCHORD Rigid calling tllrectly applied or 10-0-0 no bracing. OTHERS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.21E-5,Right 2x4 SPF No.21-6-5 REACTIONS. All bearings 46-0-0. (lb)- Max Hohr,2=64(LC 12) Mex Uplift All uplift IN Ib or less at loint(s)42,43,44,46,47.48 49,50,51 52,39,38,31,35,34,33, 32,31,30,28 Max Gxv All reactions 2501b or less at goings)41,47.48,49.50,51.35,34,33,32,31 except 2=289(-C 1),42=332(LC 19).43=332(LC 19).44=329(LC 191.46=312(LC 19).52=324(LC 19).40=332(LC 20), 39=332(11C 20).38=329(LC 20),37=312(LC 20),30=324(LC 20).28=289(LC 1) FORCES. (Ib)-Max.Comp.Rdax.Ten.-All forces 250(Ib)or less except when shown. WEBS1442=292141.13-03=-29M2.1244=-289/5],1146=-2]2151,4-52=-258187, 1640=292141.17-39=292162,18-38=-289157,19-37=-272151,26-30=-258181 NOTES 1)Wind.ASCE 7-10;Vuh=1 Tlmph(3-second gust)Vasd=92mph;TCDL=80psb BCDL=S.Opsf.1=24ft;Cat II;Exp B;enclosed; MW FRS(envelope)and C-C Exterior(2)ease;cantilever left and right exiamed',C-C for members and forces 8 MW FRS for eections shown:Lumber DOL=1 60 plate grip DOL-1 33 2) Truss designed for wind loatls in the plane of the was only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consul qualified building designer as per ANSI?PI 1, 3)TCLL'.ASCE 7-10;Pf=35.0 pad(flat of snow);Category II',Exp B;Partially Exp.,C1=1.1 4)Unbalanced snow loads have been consideretl far this design. 5)This truss has been designed for greater of min roof live load of 16.0 pelf or 2.00 times flat roof load of 35.0 psf on overhangs nob-coneurbare with other live loads. 6)All plates are 2,4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom Moro bearing. B)Gable studs spaced at 2-0-0 oc. 9)This tress has been designed for a 10.0 Pat bottom chord live load nooconcurrent with any other I've loads. 10)-This truss has been designed far a five lead of 20 Op if on the bottom chord in all areas where a rectangle 3-6-0 pill by 2-0 0 wide will 0t between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 to uplift at palmist 42,43,44,46, 41,48,49,50,51,52,39,38,37,35,34,33,32,31,30.28. 12)This truss is designed In accordance with the 2015 International Residential Code sections R502A 1.1 and R802.10.2 and referenced standard ANSI7PI 1. LOAD CASE(S) Standard .IOb 'TN55 TNSB Type Dry Ply 4e 51e41p Rtl Fbe MA 1aeS3W0R 101 COMMON B 1 _ I ':b store al A U—nal FisadPMuca Company llFP 2W91 - -- -- 82105Pp1222%a MT kI rliam ilnc .1.1161556962018 Pa�ef ID 2boMOtL4flOG_cn010811z1AVugWJp TVJ6NvbzaapnPOrE1UeUH6xa]y0 t2c mci 1-0.p 71-0 30 10.5 1SS3 236-13 361811 11 44]-0-0 t Od ]-105 76.13 1 76 13 ]6.13 7b-13 ]-105 "Y, Srak=1;835 400112 6x6= i 4.4 4x6 T2 T2 41 5 6 8 e 2e4 �. 2x4 m W3 W3 0 4. T1. 1 W2 W2 a Tl 4xe 2 3 W1 Wi it 12 at I� i6 27 19 28 16 29 15 30W 4x4= 5,12 MT16H5= 4x10_ 4x4– &14MT20H5– ]xH Nill5x12 MTt&15 it-A 12 2300 at 4 46Ac 114-02 11-0A _ itAL 11-7 12 Plate Offsets L,yl-- 12:Edae 0-3-111 112:0-0-0 0-3-11 LOADING(psf SPACING 2-0-0 CSI. DEFL. in (lac) ]Meg Lb PLATES GRIP TCLL 350 plate Gnp DOL 1.15 TC 0]2 VBX(LL) -0.4114-16 :999 240 MT20 1911144 (Roof Show-35D) Lumber DOL 1.15 BC O6] Vert(CT) -0.]314-i6 x]5] 180 MT20HS 1481108 BCDL 150 Rep Stress lni YES WB 010 Horz(CT) 0.20 12 Na me Ml 1971144 BCDL 0.0 'BCDL 0.0 Code IRC2015/7PI2014 Matifil WindILL) 0.1414-16 >999 360 WeighL2341b FT-4% 1 LUMBER- BRACING TOPCHORD 2.6 SPF 2100F 1.8E TOPCHORD Structural woodctly sheathing do bra 2-]-15 oc purlins. BOTCHORD 26 SPF 2100E t8E BOTCHORD Rigid ceiling directly applied or 10-0-0 Dc bracing. WEBS 2x4 SPF IFF WEBS i Ril at com B-16,6-16 SLIDER Left 2x4 SPF No.2 2-512,Right 2x4 SPF Nn2 2-5-12 Mill rem men that Stabilizers and required cross bracing '. be installed during truss erection,in accordance with Stabilizer REACTIONS. pbHo 2=286010-5-8 (min.0-4-8),12=206010-5-8 (min.048) Installation guide Max x Horz2=64(LC 12) Max UpIiX2=-28(LC 8).12=-28(LC 9) FORCES. (Ib)-Max.Comp./Mex.Tan.-All forces 250(Ib)or less except when shown. TOPCHORD 2-3=-19181118.3-0=-609]091,4-5=-56541]02 5-6=-54561]16.6-]=428]/609, ]-8=-028]1609.8-9=-5456016,9-10=56541]02,10-11=-609]1]91, 11-12=-19181118 BOTCHORD 2-18=-66215640.18-27=-53615049,1]-2]=-536/5049,1]-28=-536/5049,16-28=-536/5049. 16-29=536,5049,29-30=-536/5049, 15-30=-53615049,14-15=-53615049, 12-14=662/5640 WEBS ]-16=-21611969,8-16=-168]2668-14=01514, 10-14=430)1]],6-16=-168]/266, 6-18=0)514 4-18=-4301177 NOTES 1)Wind ASCE 7-10:Vult=11]mph(3-second gust)Vasd=92mph:TCDL=50pi BCDL=5.Ops1'.h=24X;Cat.IL Exp 0 enclosed' MW FRS(envelope)and C-C Exlanor(2)zone,cantilever left and right exposed',C-C for members and forces 8 M W FRS for %actions shown;Lumber DOL=1 60 plate grip DOL=1.33 2)TCLL ASCE 7-10;Pf=35 0 flat(flat roof snow);Category l,',Exp B;Partially Exp.'.C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live]Dad of 16 0 pi or 2.00 times flat roof load of 35,0 psf on overhangs noo-crondurrent with other live loads, 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 1 Oft def bottom chord live load nonconcument with any other live loads. ])-This base has been designed for a live load of 20 goof on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 6t between the boXom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10010 uplift at foings)2,12, 9)This truss is designed in accordance with the 2015 International Residential Code sections R50211.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job Toss Times Tyye Qty Ply 4sstenliq Re Florence.MP 18063970B mus ICOM. - 1' I- 1 _ _ Job Reference liisxi1ll F UnNersel Fcttsl PrOJ@K Company.UFF Ib(p o -- CCCA u-222010MTwePdIQok Man1,1 16 awNy 559:5e ID1a is 102boN401L4/10G 0308CCz1A30- 134R mE6y65PUKkA2Wo5VGa vNyLIHpOVKN4Oyxsbv - [LOon ]-10.5 7S 13 7113 70 13 37SO 1-OU ]-t 65 � 9{.13 7b13 ]413 8-01-3 Stale=1:60.] fix,- 4W 12 7 4x8 4x4 21 72 'T3 4.6 9x8 6 8 922 �.... 2. Wp r4 ,x16 10 4 W3 W3 W2 Tl 4th B1 Wt WY -_-_ @9 B1 12 ws 1-13 w % 2� a 1' S7 IIL „1 16 23 15 N 14 25 13 26 12 - -- 11 4. 5xl2MT18H5 4x8 4.8 5.6 4.6 6.10-- 114-12 23-0-0 344-0 37b0 117 2 1144 114,1 3-1-12 1 Plate OOsets(X Y)- 12:Edoe 0 3-31 111 Edge 0-2-01 - LOADING Ipso SPACING 2-0-0 CSI. Di In (lot) Ii Ltd PLATES GRIP TCLL 356)10 Plate Grip DOL 1.15 TC 049 VertILL) -0.2314-16 >999 240 MT20 19]1144 (Roof Snow=35Lumber DOL 1.15 Be 0.51 VedICT) -0444114-16 >999 180 MT18HS 19]11 TCOL 15.0 Rep Stress lots YES WB 0,66 HOmCT) 009 11 Na nfa BCLL 0D Code 1RC2015frP12014 Matrix-MS Wind(LL) 00814-16 >999 360 Weight 2010 FT=4% BCDL 10.0 LUMBER- BRACWG TOP CHORD 2x6 SPF 210OF 1B TOP CHORD Structural wood sheathing directly applied or 3-8-14 oC purlins, BOT CHORD 2x6 SPF 210OF 1.BE except end verticals. WEBS 20 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oC bracing. SLIDER Left 2x4 SPF No.2 2-5-12 WEBS 1 Row at midpt 8-14.8-12,6-14 MlTek recommend.that Slabillze and huddled cross bracing be installed tluring truss erection,in accordance with Stabilizer REACTIONS. ONsize) 2=234310-5-8 Installation guide. 1mm.0011),11=z24oloa-B Imm.oa-01 Max Horz2=107(-40 12) Max Uplifi2=-33(LC 8) FORCES. (Ib)-Max.Comp,/Max,Ten.-All forces 250 01 or less except when shown. TOPCHORD 2-3=1567,71,34={]68161],4-5=-42591520.5-6=-00621534,6-21=-2]4]1385, 7-21=26131407.7-8=-27441406,8-22=-13241182,9-22=-133811]9,9-10=-14961169. 1011=-22341258 BOT CHORD 2-16=-6181,1404,16-23=-47013646 15-23-47013646.1524z,17013646,14 24=470/3646. 14-25=-29212262,25-26=-29212262,13-26=29212262,12-13=-29212262 WEBS 7-14=-855]8,8-14=-611530.8-12=-16301292.6-14=-15821276.6-16=01589. 4-16=-5481192,10-12-Aft4/2009 NOTE& t)Wind:ASCE 7-10,VUIt=117mph(3-second gust)Vasd=92mph;TCDL=5Opst BCDL=SOpsf.h=24X;Cat.Il;Exp 8:enclosed MWFRS(envelope)and C-C Extx iog2)zone)Cantilever left and rightexposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber Di M plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pf=35.0 psf(gat roof snow);Category III Exp BI Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been Considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 of or 2.00 times Oat roof load of 35.0 pi on overhangs non-connument with other live loads, 5)All plates are MT20 plates unless otherwise indicated, 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loatls. 7)-This truss has been designed for a live load of 20.Opsf on the bobom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Provide mechanical Completion(by others)of Voss to been,plate capable of withstanding 1D to uplift at join(s)2. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSOTPI I. LOAD CASE(S) Standard ab T. TNBe Type Gty PIy 4a Slamr,Rtl Fl ce MA ":391 X11 T02 ROOF SPECIPI ] t _ ____ Job RAL22 Lplonal) RVnNdsalFpe¢IPrcOucts Cwnpany,UFP 202p 82105Apr a w7vkY0 lXO _gmIncDv Mon Jul 161h5,pLeUB PJe1 ID36oN401L4WG_cn0308CCi 2-'11 wivkVM1O UXO- gmpc%V%Yte�I5h5apLeU 30-1 8Stlf .1-0.01 6.3< 1200 '75 232-11 -100 31 6 1-0U 63-0 5812 Sia Si-5 5-1013 �1 M Scale=1'507 4x8 343 12 4 T2 la 600 12 5 to 1.5x3 A 5.6 5 a T1 3x6 an W3 W4 WS W6:.... 7 c 6 of -Bi - lur, 82 12 11 10 ra 3x8 3x8- 3,10 MT20H5 3e4 3,03_ 12-0L _ 2b5D 2918 12UL bio 883 Plate Offsets(X,Y)-- [2:0.2-9,0.1-8],(4;0-3-12 0-2J1 15:04 0.0 3L41 19:0-0-7 0-1-e] LDADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) btle0 Ltd PLATES GRIP TCLL 350 Plate Gnp DOL 1.15 TC 0.56 Ven(LL) -0D3312-15 1999 240 MT20 1971144 (Roof Snow=350) Lumber DOL 1.15 BC 0.64 Verfli 3]312-15 >475 180 MT20HS 1481108 TCDL15.0 Rep Stress Ivor YES WE 0.90 HoodCT) 0.10 9 she nor BOLL 00 ' God.IRO2015RP12014 Matdx- BCDL 10.0 MS Willi O.Ofi 12-15 X999 360 Weigh:1121b FT=4% LUMBER. BRACING TOP CHORD 2x4 SPE 2 DOE MEI BE TOP CHORD except en wood sheathing directly applied or 3-9-t4 oc Dudins. BOT CHORD 2x4 SPF 2100E 1.8E except end vedic ls. WEBS 2x4 SPF No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W7:2x6 SPF ND.2 WEBS 1Row at mitlpt 6-9 1 MiTsk recommends that Stabfllzersand required cross bracing be installed during truss erection.in accordance vath Staliliier Installation guide. REACTIONS. (judicial 2=183310-5-8 (min.0-2-14),9=185810-5-8 (min.0-2 15) Max Horz2=]0(LC 12) Max Uplin=-35(LC 9) FORCES. (Ib)-Max.Comp.IMax.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 23=-31281432,3-0=-2456/335.4-5=-22291329,5-16=-28561393,6-16=29961385, 6-]=-392/6],7-9=5151143 BOT CHORD 2-12=-33812]41,11-12=-28312]29,10-11=-28312729,9-10=-33112]93 WEBS 3-12---9501212,41-10111112,5-12=-9921PQ 6-9=-27991360 NOTES 1)Wind ASCE 7-10:Vult=117mph(3-sewn gust)Vasd=92mphi TCDL=S.Opsf BCDL=50pzf:h=24X:Cal.ll;Exp G,enclosed: MW FR6(envelope)and C-C Extrumb 2)zone;cantilever left and right exposed;GC for members an fomes 8 MW FRS for reactions shown;Lumber D0L=1 60 plate grip DOL=1.33 2)TCLL'.ASCE 7-10;Pf=35.0 psf(flat root snow):Category 11;Exp B;Partially Exp.',C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concunent with other live baits. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loatls. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 had by 2-0-0 wide will ft between the bottom choN and any other members. 8)Provide mechanical connection(by others)of truss to bearing plata capable of withstanding 35 to uplift at joint 9. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10 2 and referenced standard ANSf?PI 1. LOAD CASE(S) Standard Job irvsa Truea Type pry Ply 9 slanmq RE.Fwmnm,mA lessiem TO$A ROOF SPECIAL 5 1 _ _ _ _ _ _ _ Job Reference but. .a A OnNemM Fore9 Prodma company.OFP M120 - - -- a2m A" 2 22015 Mien lndt,ore8l v Mal Ju11615 W 23101e Papv1 ID 2boN40tL4110G 0308CC 1AVu-TAgU85WgvbBdmEifeRhY6maOW9RpEJZMnRyx5aIT -TOL 13 d 12-0L 1T-]5 1 23211 29-1d 1.00 63d SA12 115 S]-5 11.13 Scale=150] 4x6 34312 3,4 T2 5 3,4 6001116 16 1.5x3< Q. 5x6 Qit k` T3 ) fixe- � 2 ? 5x16 W3 W AL1 Wl... _ tp 2 WS Illy effR`-yi 1 WB WY - 241ELL 12 II -10 9 31a 3e8- —` - —�- 4'4 3x4 1 1200 20.50 20.0-0 291E __.... 120-0 850 3-0-0 St q Plate Offsets l%Y)-. 2 0-2-9,0-1-81,14'.0-3-12,0-24I P:0-3-00-1-12718:0-0-00-2-127 LOAOING(pso SPACING 2-00 CSI UEFL in floc) Udell Ud PLATES GRIP TOLL 350 Plate Grip DOL 115 TC 0.55 Vert(LL) -0.3113-1) 1928 240 MT20 19)/144 (Roof Snow=35 o Lumber GOT 1.15 BC 0.62 Vert(CT) -D.6)13-1) >430 180 TOOL 150 Rap Stress Incr YES WB 0)2 Hmz(CT) 0.04 10 nla me BCLL 00 ' Code IRC2015ITPI2014 Matrix-MS WmdgT) 0.0413-1) 1999 360 Weight 11411, FT-4% BIGOT 100 LUMBER. —_-__..._ BRACING TOPCHORO 2%4 SPF 2 1001'1 BE TOPCHORD Structural wood sheathing directly applied or 44-14 dopudins, BOT CHORD 2x4 SPF 2100F IBE except end verticals. WEBS 2.4 SPF No,2'Except' BOTCHORD Rigid ceiling directly applied or 10-00 do bracing, Except: AS 2x8 SP Nc.1 6-0-0oc bating:10-11. OTHERS 2x6 SPF No.2 MiTek recommends that Stabilizers and reeuired cross bracing be installed during/mss erection,in accordance with Stabilizer Installation guide. REACTIONS (Iblsize) 2=1484105-8 (min.0-21,), 10=2050M 58 (min.0-3-3) Max Hoot 2=)4(LC 12) Max Uplift2=-1(LC 12),10=-84(LC 9) Max Grav2=1515(LC 19),10=2050TC 1) FORCES. (Ib) Max,Comp.lMax.Ten,-All forces 2%(Ib)or less except when shown. TOP CHORG 2-3=2457/308,34=-16851210.4-5=-14261213,5-6=-15101199,6-18=-8267)5. -18=-966161,)-8=-1631538 BOT CHORD 2-13=-24912150,12-13=8511335,11-12=-8511335 WEBS 3-13=-9461214,4-13=-1415)1,6-11=-9031189.)-11=12511218)-10=-18551301, 8-10=-5661230 NOTES 1)Wind:ASCE7-10',Vult=117mph(3-second gust)Vasd=92mph:TCDL=5Opst BCDL=5Opal,h=248:Cat.11',Exp B:enclosed: MWFRS(envelope)and C-C Exterior(2)zone:cantilever left and right exposed',C-C for members and forces 8 MW FRS for reactions shown',Lumber DOL=t 60 plate grip DOL=1.33 2)TCLL ASCE)-10:PT=35 0 psf(flat roof snow);Category 11.Exp B.Partially Exp,Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live lied of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs nontloncunent with other live loatls. 5)This truss has been designed for a 10.0 psf bottom chord live load nonroncoment with any other live loads. 6)'This truss has been designed for a live load of 20 Opt on the Whom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. ))Provide mechanical connection(by others)of buss t1,bearing plata capable of wifhstanding 100 0 uplift at,.iht(s)2, 10. 8)This truss is designed in accordance with the 2015 International Residen8al Code sections RSD2.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOADCASE(S) Standard Job Tense Tensa Type /Ory PIY 839iC0 Job Rafereno(optional) 1a0 �',i02GE Root Space SuppotleE Gable 1 1 A Universal Fweat Produce Company,UFP M20 a TO eApr 22' 2$018 Mpn6BiTak l resixeb Inc MWon Jul tfi l5'55'ae tole Pale 1 ID.2b l,4O03 c L411nU308CCz1Z2z. CSPaN4kkF2L6GGXFd35m .dcly.SCT -1-00 12-09 29-Ig 30.1.8 e lo 12-00 17-1-6 laU Scale=1509 343112 4x4 8 3x4 i2 9 6 0 6W 12 p 11 5 12 4 --.�T3. 14 c, g e 3 ST4 8 8Ti ..} 15 2x4 I m 1__� Ta 512ST10 S1„1 S�2 i82 _ _. t,82 _lS� I'9' 3. 32 31 30 29 28 27 2fi 25 24 23 22 21 20 19 54- 2. 2918 291E Plate ORse6fX V) f70.1-120.2-4112fi:0_3-003-0L--. LOADING Jost) SPACING 2-0-0 CSI. DEFL. in (too) Ural Lid PLATES GRIP ]CLL 35.0 Plate Grip DOL 1.15 TC 015 Ved(LLI 0.00 17 nlr 180 MT20 197M44 (Roof Snow=-350) Lumber DOL 1.15 BC 006 Vert(CT) -0.00 18 Nr 80 TCD, 150 Rep Stress lnor YES WB 014 HOrz(CT) 0.00 19 mla nla BCDL 00 ' COde IRC20157P12014 Matrix-S Weight 12416 FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SPF 2100F i BE TOP CHORD Structural wood sheathing directly applied or 6-00 om purlins, BOTCHORD 2x4 SPF 210OF 1B except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x43PF No.2 MITek recommentls Mat Btabilizers and requiretl Goss bracing be installetl tludng truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 29-1-8. (Ib)- Max Horz2-70(LC 12) Max Uplift All uplift 1001E or less ai joint(s)19,2,29.30,31.32 27,26,25, 24 23.22,21,20 Max Gmv All reactions 2501b ur less at joings)28,31.24,23,22,20 except 19=301(LC iB),2=313(LC 19),29=344(LC 19)r30=353(LC 19),32=462(LC 1), 27=311(LC 20),26=294(LC 20),25=267(LC 20).21=253(LC 1) FORCES. (Ib)-Max.ComplMax.Ten.-Afforces 250(thl tales exceptwhen shown. TOPCHORD 16-19--295169 WEBS 6-29=-306/65.5-30=-3051]2,3-32=-3641113,837=-2]1152, 10-26=-254156 NOTES 1)W ind.ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph..TCDL=S.Opsf.BCDL=5Dpsf1 h=24ft.Cat,Il Exp B.enclosed; M W FRS(envelope)and C Exte ka(2)zone)canfilever left and right exposed;C-C for members and forces B M WFRS for reactions shown Lumber DOL=1 60 plate grip DOL-1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL:ASCE 7-10:P4=35 0 psi(flat roof snow);Category 11;Exp B',Partially Exp.;Ct=1.1 4)Unbalanced snow baits have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 list on overhangs nor-concuffent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise i i icated. 7)Gable requires continuous bottom chord bearing. el Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the Whom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001E uplift at joinl(s)19.2,29,30,31, 32.27,26,25,24,23,22,21.20. 12)This truss is designed In accordance wM Ne 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard All I. LOAD CASES) Standard rs so-m<^ ori'a IabN tR WrigbtBuildaslleart-Level 8 8- 1-18 11:37am m,eo-btr=Isn 1 oft Member Data f Description:CaIcB1 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous St., and Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 24.1 PLF Filename: CAKMW\JOBS\ Other Loads Type Trib. Omer Dead (Dram,ptlon) Skis Begin raid Width Sat find Start rad Category Replacement Uniform(PLF) Top ( 0.00" 3 450' 133 0 Snow Replacement Uniform(PLF) Top a DAO" 3' 4.50" 0 144 Live Replacement Uniform(PLF) Tap 3' 4.50" 8' 4.56" 133 0 Snow Replacement Uniform(PLF) Top 3' 4.50" 8' 4.56" 0 144 Live Replacement Uniform(PLF) Top 8' 4.56" 9 4.5m 1 67 live Replacemert Uniform(PIF) Tap 8' 4.56" 9' 4.5D' 207 0 Srwx Repiacemem Uniform(PLF) TOP 9' 4.511" 10 450" 1 79 Live Replacement Uniform(PLF) Top 9 4.50' 10' 4.50" 246 0 Snow Replacement Uniform(PL.F) Tap 19 4.50" 11' 4.50" 1 92 Live Replacement Uniform(PLF) Tap 10' 4.5(' 11' 4.5(" 299 0 Snow Replacement Uniform(PLF) Tap 11' 4.50' 12 4.50" 1 106 Live Replacement Uniform(PLF) Top 11' 4.50" 1T 4.50" 335 0 Snov RepiacemerRUniform(PLF) Tap 12' 4.5( 13 4.50" 1 122 Live Replacement Uniform(PLF) Top 12 4.50' 13 4.50' 385 0 Snow Replacement Uniform(PLF) Tap 13' 4.50" 14' 4.50" 1 138 live Replacement Uniform(PLF) Top 13 4.50" 14' 4.50" 439 0 Snow Replacement Uniform(PLF) Top 14' 4.50" 15 4.50" 1 156 Uve Repiacemert Uniform(PLF) Top 14' 4.50" 15 4.50" 497 0 Snow Replacement Uniform(PUFF) Tap 19 4.50" 19 4.50" 2 175 Live Replacement Uniform(PLF) Top 15 4.50" 16 4.50" 55B 0 S. Replacement Uniform(PLF) Tap 15 4.50' 17 4.5( 2 195 Uve Replacement lmiform(PLF) Top 16 4W 17 4.50" 624 0 Sm Beplacemer t Uniform(PLF) Top 17 4.50" 1710.5(' 2 222 Uve Rr cement Uniform(PLF) Top 17 4.50" 1710.50" 708 0 Snow P1 BS) Top 3 4.50" 9 9% Uve Point LBS) Tap 34.5( 3021 0 Snow Point LBS T 17 7.88" 0 1 Uve 1710 e Sp m 1710 8 Bearings and Reactions Input IM Gravity Gravity Location Type Uptenel Length Required Reaction Uplift 1 ( 0.OD0" Wall WA WA 1.500" 6267# -- 2 1710.50(1' Wall WA WA 1.500' 53B6# Madman Load Case Reactions Uv1bMW{ML OR�hblulYbaNambMw Live 11Dd 4 1 11i 41081M ea 21491 OI 31®1 t6ml Design spans iT 6T�A uiws..�....s".mar.e.v.+••o.s Doug Hodgins rk Miles Inc. raerrmga�en vm�awlvmv.n tr.r.nwoxrsorsmvm 21 West St ."ie ".:e�ee�e..mlbv.v�bwsee.�nmm+c�.wsovuwvbie�cnw.trm caaemmbc reaw.nrav,wvrn. 4aPWM er�sarvnorro-�v.w.etrOa'b.MM1dVsnePOYINtlIYmamJNbtle�4cWabv✓� WM. �flId MA s sem.+ m tBnie] Wdghtllmldmlle -Lewd8 8-1-18 O1s"�"-�i9A3 11:37am ss 20f2 Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 4 ply PASSES DESIGN CHECKS Design assumes continuous lateral braafng along the top chord. Design assumes continuous lateral bracing along the bottom dwnt Allowable Stress Design Actual Allowable capm" Lavation Loading SheaPositive MomerR 21324.# 4 50890.'# 41%% 8.06' Total Load DS Shear 5958.# 18183.# 32% 0.12' Total Load D+S TL Dellecaon 0.6209" 0Uan 8.92 Total LoDS LL DeflecBm 0.421)6' 0.5826'.50W 0498498 8.92 Trial Loaf S C ndm LL Delbchon MIs: 1 v 10ck Spur=115% Rmf=125% Wind-160% De^ion assunm a reWitne member i Increase in bandna stress: 4% MaWmliaefa lnnafldbn Oslo MUST be.n M tar mdti*nmreclni tl W6 and eXe nsiv. M w..�w..a..n.sr.e.wee... Doug Hodgins rk Miles Inc. ronrsasgsmeq s.m.s..pn.o.p.e sc.nu esxrs ncsmnm. 21 West SL "r.naeen.a.r.ie.nate.mptesnup�ree.imam.-mp--�..a4.aiusm�mcmeb�.e se..ra.w.aw m. Wa1FlataNd Mn. -s swmw m,au nevus 16f WrightBuildecHeart-Levd 8 8-1-18 -8—Fm—.M90.3 Na¢yr6¢lez ISS! ]1:3630 I oft Member Data Z Description:CaicB2 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous St.....rard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: 0360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.6 PLF Filename: C:\KMWUOBS\ Other Loads Type Trill outer Dead (Description) Side Begin End Width snarl End stmt End Category Replacement Uniform(PLF) Top 0' 0.00' 7 2.00' 1 165 Live Replacement Uniform(PLF) Top ( 0.00' 7 2.D0' 5D9 0 Snow Replacement Uniform(PLF) Top 7 z00' 8' 9.50' 1 165 Live Replacement Uniform(PLF) Top 7 2W' 8 9.50' 509 0 Snow Perm(IBS) Top ( 4.63' 0 1 Live IN 898 m a 9 a Bearings and Reactions Input Mtn Gravity Gmvay Location Type Material Length Required Reaction Uplift 1 ( 0.000' Wall WA WA 1.500' 2BD3# -- 2 8' 9.50(' Wall WA WA 1.500' 2802# M non Load Case Reactions ir.. �eMrcw Live LSnow Dead! 1 d/ 2B5tl /I \ 31851r 71W ltT# Design spans a zzsv Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes cordirl lateral bracing along the top chord. Design assonant continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Cepxay Location Loading Positive Moment 57364 16051.1 35% 4.48' Total Load D+S Shear 22601 72651 31% 8.16' Total Load D+S TL Deflection 0.1384' 0.4094' U710 4.48' Total Load D+S LL DeflecOan 0.10301 0.2729" L1954 4.49 Tonal Load S D : U-DeRection Dots: Uve-11M shoe lM Raa-I1 Wb6180X Maafearuera emeWbi P�MUST he avmaad far miallYy carecOcn dantic ertl arbrrdMs aiwar:i��rw.bar.v+sars..o.�. Doug Hodgins rk Miles Inc. ••P�rvvew.ear.,e.� aio¢w�b.�e�rsr¢., s`¢,wm�_+_ _""er�_u.•ruwms esvrvm. 21 West SL �NI[rW¢1TaIMab�lu6p�rbJbt��alliCmr�IRTn . .•. ...-1 ec Wn.11J�aulA rte CS swnRw x-wu Ie.M IN WrightBulldasHran-I-M 8 8-1-18 �e.ama�b m'&9.0.3 urn 12:03pm I of Member Data Description:C81cB3 Member Type: Beam C7 Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00112 Bottom Lateral Bracing: Continuous St—dard Load: Moisture Condition: Dry Building Code: IBCARC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type Tdb. other Dead (Description) Side Begin End Width Slag End Start End Category Replacement Uniform(PLF) Top 1' 5.50' 9 7.50' 2 177 Live Replacement Uniform(PLF) Top i' 5.50' 6 7.50' 545 0 Snow Replacement IkJbrm (PLF) Top 8' 7.50' 10 5.50' 2 177 Live Replacement Uniform(PLF) Top 6 7.50' 10' 5.00' 545 0 Snow Replacement Uniform(PLF) Tap 13' 1.50' 22 1.50' 2 177 live Replacement Uniform(PLF) Tap 13' 1.50' 22' 1.50' 545 0 Snow Point(LBS) Top 23' 8.88' 35 10 Senn 158 900 280 900 180 G 2398 Bearings and Reactions Input Mn Gmvity Gravity Location Type Material Length Required Reaction Uplift 1 1' 5.500' Wall WA WA 1.500' 2751# -- 2 0' 5.5DD' Wall WA WA 1.50D' 3893# - 3 171.500' Wail WA WA 1.500' 3883# -- 4 221.500' Wall WA WA 1.5D0' 2751# Mmdmurn Load Case Reactions IY44gYylrypiL mGplira ImJybae% LJSve Slowoa, Dead 1 6tl 21USB 01 r 2 of ( 2fUSSMa ,0100 Y �; 3 wl 11 287,. 10100 4 am# 724/ De s r r 4.e7s pea cx4) s o.aov z amm s 9.Dar r 7.315'Itorr Product: 1-3/4x11-7/8VERSA- 0 3100 SP 2 ply PAZSES DESIGN CHECKS Design assumes continuous haters!bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual AIbWWb Capacity I.ocalIon Loading Positive Moment 5003.1 24466.1 2D% 5.06 Taal Load DFS Negative Moment 5146.1 24466.1 21% 10.46 Tool Load DFS Sty 3148.# 90611 34% 9.56 Taal Load DFS TL Deflection 0.0154' 0.4500 Lam+ 551' Total Load DFS LL DeMerbm moor 0.31W Lam+ 551' Nes!Loatl S TEL Dur,LL -0-0� 02W A= 0 Total land DFS LL Des.,LL -0.@a7 02000' 21199+ D Tobi Load S TEL DO.,Po. -0.0615' 0.2000' 2LW4 23.73 Total Load DFS LL Del.,RL -0.0.707 020W' 21,1199+ 23.74 Total load S C See li9e•108X Srox-115% Rm1=125% W�1656 Mwaiac9refc h6lelalan P�MAST be coiwaed M nM4ply maec0ai dams eN etariaivm .w r.m.+rvirwwe�..ona�w�s+n sw W9Hodgms M Miles Inc. �bbar.em.r,waiwe.:,,emw.,owm..n.wrsuwaxrs rasenvm sw.lre e,w..lrv. 21 West SG gil[tls YTUW bintldaq QNlbi�au�v.�v.r..- ,uu u.M..lw..e rs.a �31N,11[�rN WdgbtBuildersRra¢-Level10 8- 1-12 mla",�swK MOW' 11 36.m m.emtunms(tn loft Member Data Description:CalcG1 Member Type: Girder �� r Application: Roof Comments: Top Lateral Bracing; Continuous Slope: -6.DO/ 12 Bottom Lateral Bracing: Continuous St-..Jard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U240 live, U1 BO total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.2 PLF Filename: C:\KMWWOBS\ Other Loads Type Trib. other Dead (Description) Side Begin End Width shut Ertl Star) Ertl Category Replacement Uniform(PL.F) Top 0 0.00' 1' 0.63' 0 27 Uve Replacement Uniform(PLF) TOP 0 0.00' 1' 0.63' 0 29 Uve Replacement Uniform(PLF) Top 0' 0.00" 1' 0.63' 94 0 Snow Replacemem Uniform(PLF) Tap 0' 0.00' t' 0.63' 99 0 Snow Replacement Uniform(PLF) TOP 1' 0.63" Z 0.63' 0 31 Uve Replacement Uniform(PLF) TOP 1' 0.63' Z 0.63' 0 36 Uve Replacement Uniform(PLF) TOP 1' 0.65' Z 0.63' 109 0 Snow Replacement Uniform(PLF) TOP 110.63' Z 0.63' 124 0 Snow Replacement Uniform(PLF) Top Z 0.63' 3' 0.63' 0 35 Uve Replacement Uniform(PLF) TOP Z 0.63' 3' 0.63' 0 43 Uve Replacement Uniform(PLF) Tap Z 0.63' 3' 0.63' 124 0 Snow Replacement Uniform(PLF) Tap Z 0.63' 3' 0.63" 151 0 Snow Replacement Uniform(PLF) Tap 3' 0.63' 4' 0.63' 0 40 Uve Replacement Uniform(PLF) TOP 3' 0.63' 4' 0.63' 1 51 Uve Replacement Uniform(PLF) TOP T 0.63' 4' 0.63' 139 0 Snow Replacement Uniform(PLF) Tap 3. 0.63' 4' OAT 177 0 Snow Replacement Uniform(PLF) TOP 4' 0.63' 6 0.63' 0 44 Uve Replacement Uniform(PLF) TOP 4' 0.63' 9 0.63' 1 59 Uve Replacement Uniform(PLF) TOP 4' 0.63' 6 0.63' 154 0 Snow Replacement Uniform(PLF) TOP 4' 0.65' S 0.63' 203 0 Snow Replacement Uniform(PLF) Top S 0.63' 6 0.63' 0 49 Uve Replacement Uniform(PLF) Tap 5 0.63' 6 0.63' 1 66 Uve Replacement Uniform(PIF) TOP S 0.63' 6 0.63' 169 0 Snow W smart Uniform(PLF) TOP 5 0.63* 6 0.63" 229 0 Snow Rt„ cement Uniform(PLF) TOP 6 0.63' 7 0.63' 1 53 Uve Replacement Uniform(PLF) Top 6 0.63' 7 0.63' 1 74 Uve Replacement Uniform(PIF) Top 6 0.63' 7 0.63' 184 0 Snow Replacement LUllform(PLF) TOP 6 0.63' 70.63, 256 0 Snow Replacement Uniform(PI}) TOP 7 0.63' 6 0.63' 1 57 Uve Replacement Uniform(PLF) Tap 7 0.63' 6 0.63' 1 81 Uve Replacement Uniform(PLF) Top 7 0.63' B' 0.63" 199 0 Snow Replacement Uniform(PLF) TOP 7 0.63" 9 0.63' 2B2 0 Srvw Replacement Uniform(PLF) Tap 6 0.63' 9 0.63' 1 62 Uve Replacement Uniform(PLF) TOP 810.63. 9 0.63' 1 89 Uve Replacement Uniform(PLF) Top 6 0.63' 9' 0.63' 214 0 Snow Replacement Uniform(PLF) Tap 8' 0.63' 9' 0.63' 306 0 Snw. Replacement Uniform(PLF) TOP 9 0.63' 10' 0.63' 1 66 Uv[ Replacement Uniform(PUF) TOP 9 0.63' 16 0.63' 1 96 Uve Replacement Uniform(PLF) TOP 9 0.63' 10 0.63' 229 0 Snoe, Replacement Uniform(PLF) TOP 9 0.6i' 10 0.63' 334 0 Suva Replacement Uniform(PLF) Top 10 OAT 11' 0.63' 1 70 Uve Replacement Uniform(PLF) TOP 10' 0.63' 11' 0.67 , 1 104 Uvt Replacement Uniform(PLF) TOP 10' 0.65' 11' 0.63' 244 0 Sno4 Replaanert Uniform(Ply TOP 10' 0.63, 11' 0.63' 361 0 Srve Re0aceme t Uniform(PLF) Tap 11' OAT 11' 263' 1 73 Uv( Replacement Uniform(PLF) TOP 11' 0.65' 11' 265' 1 109 Uv( Replacement Uniform(PLF) TOP 11' 0.63' 11' 263' 252 0 Snw Replacement Wlorm(PLF) Tap 11' 0.63' 11' 263' 376 0 Snov Replaanenl UHon. (PLF) TOP 11' 26" 121.75 1 112 Uvt Replacement Lk lion. (PLF) TOP 11' 263' 121.75 30B 0 Srw Replemert Utlem(PLF) Tap 11' 2.83' lZ 1.75" 1 73 Uv( Replewcanuffit Wlorrm(PLF) TOP 11' 2.6i' lZ 1.75 254 0 Sew Nl pda Iwwwvw..nwawgmlrewrw DougHodgins 2l Mils Inc. 21 ^rrro I.e.wre.mr.owe..rwpa ew�>ema�wowsra�.M�+a.,lmuen.a(m(a.ma ma+s...esl..awemwr•.rn. West SL M a m..m=+�A 1611 nesse IQ WoghtBaBdmfle -Level 10 8-1-18 �WI&9ns 13:36am H„"¢w°los issr 2 of] 12 tt2 12 112 Bearings and Reardions Input Min Gravity Gmmy, Location Type Material Length Required Reaction Uplm 1 tl 0.. Wall WA WA 1.500' 2721# -- 2 1T 1.75fY Wall WA WA 1.507 3957# Maxknun Load Case Reactions web.AOMm waia���b.aYbrmr� �ia.s Lin va 9r1ow Dead 31W 1 6A 1907# icl& z zszt# tmv Desi spans 3)C Z & 3 1rts Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing gong the bottom chord. Allowable Stress Design axug Allowable 3904 Da 29% Location Loading D Positive Moment 9862'# 33390.'# 29% 6.66 Total load D+S Sh 2652# 10706.# 243 11.04' Total Load D TL action 0.1684' 0.6727' L1999 6.07 Total LoadS Load LL Deflection 0.138F 0.6545 L1B99f 6.07 Total Loatl S C ycl: P`a i Moma4 WlL l 100% S.115 Roof-lP Wk 180% Marefeatusfs msmllatbn aids MUST ba cm W tar mMi-ply coni Tbn daeta mal eaenathm Doug Hodges rk Miles Inc. „a,�m'°°u Pam'c°r s"'m"swo-^'m^s'a b-Iw.aexrs sssamm 21 Wmi SG �er...wwwmnnMmtle Hl Esn vy�N�im KennW n�aNuW y�lln eebYb4ay wdry wJbb NSpirJIm KIRTw l .... °^=I Possible wall plate Emshing Issues See individual truss drawings for details I /d 7� E 0" 18'0" X II N 7 05 C!O _ O N0) O 2'0" 2.0" 2'0" 2'0" 2'0" 2'0" 2'0" 2'0" CD N n , j 0 , 0 (D ? 2 = N ' CD CL m , m N 007 3 J N N n » o oJ ' 0 a 9 a W N C 9 ❑m N A ED 9 a Ilm O N I O N N ED W O_ ED J C; to<< d O O L T02GE 12'0* 17' 1 1/2" 24'0" 1 5, 1 112- 29' 1 1/2" ! 12' 10 1/2" i 42'0" HIS 5 A T0.USE PLACEMENT DIAGRAM ONLY, T aIve thanes are Magrea as Mmaml OIL wmpwnh 11 M Heart Residence Naae:p4i Ib,,MiIT ne Neaeena.Nh'aFAWFine OF the e"'d,a..ls".,. AW wa��au'I a..," ub.n OF ION, W. i Twa,..YaW(apo,System aoa TOthe.Yrai FLOE, Th. eOWN,a h.I-a-I`22=PHIL TWO-a�a- UFP Belchertown, LL Qfi Sterling Rd Florence, MA �.ha. hM1 ,P..TNaroP o urea oo1F Ma° wl OF heal,lla III aP.".alm a°m: .a[.m. 5 w' na � ryma P"• w x ere Duh wen. 7/16/18 B BRT , -" - x a ry n Getpca ONO s a.a m✓°. " wana rm.nn the lO EMe atficawnv rM°assns. JLW EYE n°u[,a m nw be UFFLY axa!M MTIORNI A l rnnersal Forest Products Com any For PricingOnlyareas wwhars.IttIllwl axw. NNINFOU hha.rea n., N. I.,I PAN...aa.rw a .LFOULL ma-a...GO p .. I unngm PRICE DO NOT CUT IODCATODRILL OROTHERWISE AEPAIRMANUFACTURED Te,FLYIII S IN MYor'All WO �..1x" . _ n _'ir-w iHOUTPRORSIBLEFR WRITTION ANYMZA?ONNYALOR'CHAGERACKS' AL DONE WRITTEN NO 16063970B ENfl➢ROTIONF FROM FOR ANY MOpIFILATION50R'CHARGE aACxS'OONE WITHOUT PRIIXi WRIIIEN .._ _..— V?HSN WTION FROM UFP -- 1C PRELIMINARY PLAN, NOT FOR CONSTRUCTION 21 OVERFRAME ROOF 3 . 2: .et. eas... I , W2 a ss R 0 0 009 009 L ----- Beam 4 �ea9ei Hauv=al ----- 1 010 oil 01 O1 ofr. Pioarcc Length rvice r 1 �, z 1-a/+aa Hca -wn zo azoo se 19• o• 016 01] k Te1a1 lmgcn: 0e• O18 019 OZ 021 ---- Post Materiel ---- 3 oza o s *vae ay. eineaot ,.en9tn oz6 02"I % 1 co,ama It otnar -y/i• out lengcn: a•��yr All tlo ucf names ate iiatlemaike of Ne1i —flttive orneia T Bi 01 I ' I '. H1 H. L; �i• _• w, • a , , , € I cg rk Miles Inc. "° s •";;:�°�`• ;°� . a ° s 21 west St ®, .a. 1..m,. .a•.... West Heffield Me. , ROOF FRAMING PLAN 1 ._ 2] s� 3 : e.1-1.1...L1. , .... Le de.1'. a„—. .°......°, 1a...1 e.....° .°. mc. .,,.. 2: 2: 4/12 4/12 2. - ---"' Bea" s L.ay.r Hoarse] ---"- ROOF TRIUSSES 24" O/C >3� B] 9 1-3/<x 11-0/Bt VETlt- M 2.0 310 SB' 0 2 P Y total le AgN ]3' 0• 82 2 ]-3 H x9-1/2 W.0.SA-LAN 2.8 3100 R Pof el lengN: 30' 0• ------ Neatlec Ma[eaial ----- B1 L 4 P Y OCY. evotloct ' 1- L3/ 1 type B3 2 1-3/4x11-7/0 VEBSA-WM 2.0 310 xocav v.eyen: sn e• 3. L3/ ul prwe.t ea,.ea ere [redeye cn.lL I 3 9" /C / 2 1 Tit NL Bi O` H1 i e3 H: I > PY L; >o v 6 ::° ^ .... .: ; ,..a� a.� rk Miles Inc. N� —d! " <:.e:1.� a ,y a 21 West St. ,...,Lee y ,° ra.;pr:'a':..:r`ta, .�1.1.� °.a t.yeu. �.,... .. ,1... 11...1°a..11 .ay S e c i z 8 West Hatfield Me.