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32A-248 (8) 43 FAIR ST BP-2021-0957 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A-248 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BARN BUILDING PERMIT Permit# BP-2021-0957 Project# JS-2021-001635 Est.Cost: $15000.00 Fee: $240.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: JOSEPH JASINSKI 057025 Lot Size(sq.ft.): 21605.76 Owner: JASINSKI JOSEPH W Zoning: SC(100)/ Applicant: JOSEPH JASINSKI AT: 43 FAIR ST Applicant Address: Phone: Insurance: 43 Fair St (413) 527-7379 () SOLE PROPRIETOR NORTHAMPTONMA01060 ISSUED ON:3/5/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:30X40 BARN STRUCTURE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. ictiomCertificate of OccupancySignature ro r v/\ �a g FeeType: Date Paid: Amount: Y Building 3/5/2021 0:00:00 $240.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File# BP-2021-0957 APPLICANT/CONTACT PERSON JOSEPH JASINSKI ADDRESS/PHONE 43 Fair St NORTHAMPTON (413)527-7379 Q PROPERTY LOCATION 43 FAIR ST MAP 32A PARCEL 248 001 ZONE SC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOS ! ' QUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 4 .P Fee Paid t Typeof Construction: 30X40 BARN STRUCTURE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 057025 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 I f � I T ► r ► iy/al Sigi ture of Building Official 6 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. , 1.94 /.. The Commonwealth of Massa. use 44 ,` Board of Building Regulations and S 9 o Massachusetts State Building Code, 78 i i44 l ` 0 40 C ALITY s iigio 1 SE Building Permit Application To Construct,Repair,Renovate * ish a Revi d Mar 2011 One-or Two-Family Dwelling °'1-1 �T This Section For Official Use Only Na% Building Permit Number: AP- .). 451 Date Applied: „2 _:__D.,, Building Official(Print Name) Signature ` , i -k Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1- 3 1=4i12 57 3 a f3 o-LiZ 1.1 a Is this an accepted street?yes '( no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 2 A t3 ''Sn a L 0 jar, Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public tS Private❑ Zone: 13 Outside Flood Zone? Municipal 0 On site disposal system ' Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: JOS',h W ;ji9STN541 11arr1l4M fTciI✓ 111/1 e)LC60 Name(Print) City,State,ZIP ill 3 F 4itz 5/— Li/i- 5 2 - U771 T[4c-i / roe c Li s )got, coil-) No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction" Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': p.e)�a_A, ,t,vIj 3 U \l tic, 6 4 f L4J 1:---cm S I o'i1 A 6,c SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ I/j UUO 1. Building Permit Fee: $ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ /O 0 Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ ,l,I,} 2. Other Fees: $ 4.Mechanical (HVAC) $ d4 List: 5.Mechanical (Fire $ ' / Suppression) Pi} Total All Fees: r ..q Check No. CCheck Amount: a' Cash Amount: 6.Total Project Cost: $ I cOOO 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Cs-061oas 6 - $=at a ph w kt License Number Expiration Date Name of CSL Folder List CSL Type(see below) L 113 . No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) YIO r''{"ir‘C,.M -tug ✓�1t d/)�� R Restricted 1&2 Family Dwelling City/Town,State,ZIP ' M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 1/4.3 -see-41773 -74--a.c-k..-jces�/ �c -ezz., I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) /�srs6/6 d- A e r s{r it. LJ Z-16-sl n5 k. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 1-3 4 re,P-6c-e ,.cg5 No.and Street Email address rbc-44,vsev, 4J\ retA 1 04(. -2 773 City/Town,Stat ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(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 Issuance of the building permit. Signed Affidavit Attached? Yes No i:. SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Tint Owner' or Au orized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) /:arsb s ,4'1. (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" /3 0 0 S a /`'� City of Northampton �NAM� R / Massachusetts w$ {r s t�,i 41, �G dWI H: E�' 1+ ` � 49 DEPARTMENT OF BUILDING INSPECTIONS o5 \`• �; � _%, { 212 Main Street • Municipal Building �Jj.._ � ✓ Northampton, MA 01060 J4irigP� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 6/3 F/?i/2 Si /1/or7 h (irn [)Toiv Ili sS Oio1,G The debris will be transported by: Name of Hauler: VS4 ►2 {J (3 /3IS /-I /2Ldnc'UPL Signature of Applicant: LU Z:/2%4 ") Date: _,) 1- / The Commonwealth of Massachusetts .115= Department of industrial Accidents I Congress Scree,Suite 100 • =s.4.141 02 Boston,MA 114-2017. • ?'` wrv►v.;Rrtrass goiIdia Workers'Co tpensanon Insurance Affidavit:BuitielersiContractori/EkiIr1ct&n 'f umhers. TO Ilk FILED WITH TIlE PEIVil1Tl'tNC, t I`1'[1ORJ'TY. Applicant Information Please Print Leeihiv Name(rl„ ai IIlzn'tianAe divitlual M:� �(�l7`il �l.a S l /V S �G/ Address: Ll 3 f-,7-i l R S i Al o r Th i m n rot" City/State/Zip: i j'IA 4 0 G Phone#. 1// 3 - �—S u" 7 7 Are yen on titvloyer z Cheek the appropriate boat? Type of project(required)._ i_l i atn n etrq ti,,m with a ii1dti ee$tfldt lain atpa i.tilt * 7_ giNow crrnstroetiozi M1 am a sale;supriiitur ur ptetaerAlitalai have an etaployeaa xkorkbtg fat use in 8 Remodeling any capacity_[No wutkarsc'comp:insurance iaquire:I I i am a hirrnCoMitt'Jail all watt Myself.No workers'tart__nisei-an&iuti tired_] 401 axis a hoist twttet tared will he hiri+rs aputricturi to cucalua all wtark many pau rty. I wil 0 f3uiiclitt addition ,frier that all mammies either have workers'compensation iii itratice Or afe sole 110 Electrical repairs.or.additaons pruprvetors with no r piayees_ 12E Plumbing repairs or additions 5 1 am a genera]cantraetor and I have hired.the an6-cudtractens listed on the attached slim_ 130 Roof repairs Thee sub-aUnriautars have etnpiayeea and have tvotkers'comp.izsiiwmme_1 f.3 Waage a cwpotapun and its officers have,±.teaeised their night ptaa ptiun per MtiL _ 0 Cher 151,ciOil,and we have no cmpki ems.No workers'comp_insurance required.] 'Al3Y applicant that chucks box-at must also till ant the section Maw shun ing their workers!corn n%atiitn policy ini'utnanhion. +tiorzeawners who submit this aEfda it indicating they are doing all work and than hire outside aiatrrrcuits men.submit a affidavit indimrting such. L`untrar stirs that ehe .this b x ainat atmcb d an adl.btiaual sheet showing the name of thre si ib.Wilipirt;arl owl state whelliin.or mOt those eiwit have enaph:ryetn If the sub-connacturiltave employees.they ntnat provide their Workers'comp.policy whiter_ f am an employer that is providing workers"compensation insurance for arty employees. Braaten is the policy and job site information. Insurance Company Name: Policy or Self-ins.Lic,4: Expiration Date: Job Site Address.: City'State,rZip: Attach a copy orthe workers'compensation pulley'declaration page(showing the policy number and expiration cut4 Failure to ware coverage as required under lyiGL r.;152, §25A as a criminal violation puriishabk by a fine up to$1, 01l_U(I anddor one-year imprisonment,as well as civil penalties in the toim ofa STOP'WORK ORDER and a fine of up to S2511,00 a day against the violator_A copy of this statement may be forwarded to the Office of liivestis;ations of the DIA for insurance ctiweia a verificinioi. 1 do Hereby certify under the pains and penalties of perjury that the infrrrmat ion provided aht+re Is trees end correct Q Sii;matu e. T- w C•l'?lfyi./ Dine: 9 - 7- O` I Phone4: U13- S-l' F- y77-3 official use only. Do not write in this area,to he completed by do or Town official. thy or Town: Permit/License Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Fawn.Clerk .4.Electrical inspector 5.Plumbing Inspector 6.Other Contact Person: Phone tr#: N i-1a •7O / , pFhc ?,D v' l-DYdd /W ?.7 .2f)ro VV/fi) Jt /Y _Y 1 7'j E 0kkVJ/CI sifO7 EF(/ 11OD 1 11/Y' _idol &I /OJ1 r'/7?l'a-s�o0 J( / ioe ncii/dl 'f/ d-2 n.JS v°' K /' '€t rrv7 d ;GP .f AST/v5 / L-13 r ,h si Berkshire Nomh4114PCA) 1I'¢ Design a!"Go Group February 5, 2021 Northampton Conservation Commission 210 Main Street, Room 11 Northampton, MA 01060 RE: Notice of Intent File Number:WE 246-0748—MassDEP Comments Dear Commissioners: On behalf of Mr.Joe Jasinski, we submitted a Notice of Intent on February 1, 2021 for work in the Bordering Land Subject to Flooding of a single-family home property at 43 Fair Street in Northampton.The application was received by the Massachusetts Department of Environmental Protection (MassDEP) and assigned the file number, WE 246-0748.The purpose of this letter is to address the four comments made by the reviewer from MassDEP. 1. The most recently available flood profile data for the City of Northampton under the National Flood Insurance Program is from the U.S Department of Housing and Urban Development's Flood Insurance Rate Map(FIRM)community-panel number '250167 0002 A', effective date of April 3, 1978. Please find attached a copy of the FIRM for the area surrounding 43 Fair Street. 2. Plans have been revised to show all elevations on the NGVD29 vertical datum. As noted on the plans, the elevations of the survey were originally taken in NAVD88 and then converted to NGVD29 through the program CorpsCon. 3. The project is displacing 1598 cubic feet of flood storage volume as noted in the application with the construction of the new pole barn.The lack of substantial elevation changes or other structures that could potentially be altered or removed on the existing site result in the inability to provide compensatory storage at each incremental foot of elevation change in strict compliance with the Performance Standards. The project does propose removing an equal 1,598 cf of fill at the existing high point of the site which represents the only feasible way of providing compensatory storage on the site aside from the removal of the single-family home. 4. The 112 square-foot area of work within the Bordering Land Subject to Flooding(BLSF) is the area of the walls from the proposed barn (1-foot thick walls for a 40-foot by 30-foot building,with two 12-foot openings within the walls).This does not account for the proposed cut of existing soil at the high-point of the property,which will be 1-foot of elevation cut over 1,598 square-feet of land.The relocated shed will remain at the same elevation, having no impact to flood plain storage within the BLSF. Sincerely, Berkshire Design Group Jeffrey Squire Landscape Architect FAIR STREET \ Berkshire Design \ Group \ , PROPERTY UNE '� �� aie —\ \ w {� Q 'YY'�"•T Y+'- o . 4.rnn.c Nvn• Mt Ma.w.smalom .c �y' ,�. TOP �,PINDLE in3i Plitt . MOILS r` PLAPJTED T7 FiYD. c ELEV=120.67' 1. 5' WOOD ' e - -('rST &RAIL \ l FENCE \ r MAP 32A LOT 248 ),-.. jJ% 43 FAIR STREET TARA FU ELL & Il". , \ MARISSA ELKINS v \ BOOK 8685 PAGE 34 N 31 APPROXIMATE LOCATION OF COMP STORAGE ,, ... 1,598 CUBIC FEET TAKEN OVER 1,598 SQUARE FEET 1 .'I II-10d 43 Fair Street 1 —II II. 11-111, `,,.. '' Northampton,MA 1f` Ii Moil' II: 4l--1 1 I I 11111-1 LI '� ,r,a I I = — o I I — 0 uP 0-1 0 �� V#111,0Po I I p / PIPOSED b /BARN 10 PROPOSED SITE LAYOUT i 73 m t I-. N O m[1 \ O� WOOD 3 / F.p I•OST &RAIL a 20_ --,/ r FENCE $ ) 4 11 \ s_II PROPOSED LAYOUT NOTES ",x sxws uvwT-D uiupxroxDvozS t , I PROPERTY UNE a s(aanunEu xEFria S — — I w+irxsiot�rzowrxe tnirt.csrrst�n sroror nortm. N.xes o s e N p 6701M14 M" sm Ey " LC I' FAIR STREET — Berkshire \ Design \ Group '� PROPERiV 11NC - - Phowing LindscapeNcroemee _ MALE i TOMP. \ 80L1. \ L ,.- TCP SPINDLE —► \ Mm \ }' PLANTED 1j HYD. .•N111.77 N..,,,.N.®0i0ea \ y pinsdmoa Ian.,7COs I Z'{, ELEV=120.6Ta. � PORCHI�R; ..� — .i w, WOOD POST&RAIL \ 2tfi STORY FENCE \ BUIL4 MAP 32A LOT 248 ✓ 43 FAIR STREET N/F N TARA FUTRELL & x \ MARISSA ELKINS $ \ BOOK 8685 PAGE 34 �vm WOOD PC T& RAIL FENCE 43 Fair Street 7 I Northampton,MA S OF q9-1 3 ti > I T Cr)/ 1 f I 1 J �N_ — _ � I / EXISTING CONDITIONS NOTES / .I _ .mxu.u...7Vn.x'577Z.uoevex ,FE =,`" 'Z'n.I EXISTING SITE LAYOUT 2 I i SHED ,I l I F ncwww Een uww+•nr=''''''wnsno Revisions�Ms.IDQs-PT=0 DATUM m MGWl9 i — — 11I PROPERTY LINE S o* a i! HxwmMPms ar.d. E u ' �y LC-1 FAIR STREET \ Berkshire Design Group PROPERTY LINE \ urp°ru,rvwine \ g q T r C) _\ rvwxi°vM c MAPLE ) TBM BOLL. \ ' \f\ / �.\L \ row.R°vom�n....zmutts o1nm I LAN D~�j 7v� TOP SPINDLE_ rinw7D00 i.1n50)MS HYD. E ^�.w.a.°.19w.. ' 5 WOOD .\ \ "-SF.' POST &RAIL \ \ �\ FENCE /1 \ MAP 32A LOT 248 _'_�"_` n��l 43 FAIR STREET S4 N/F TARA FUTRELL & A \ ro^ ;„ ,, v MARISSA ELKINS m.. S . 300K 8685 PAGE 34 _;, .. d.° ---Z w.�a..K °..m. 7 APPROXIMATE LOCATION OF COMP STORAGE i 1,598 CUBIC FEET TAKEN OVER 1,598 SQUARE FEET 0 43 Fair Street Northampton,MA AI 1 OO II ��II � 79 - < rn 30'-1— _ 1-12'7 ' I rn PfoPOSED BARN 10 I PROPOSED SITE LAYOUT 1 m _n 7Q," c' `HOOD !, 20_ �,i / p •O_T Ric_ FE?JCE 1 \ e_/, I PROPOSED LAYOUT NOTES RevisioaON .,ax.w,°c rfRnwm�s.NM.u°DAr:D IurvMroNGVDl9 E ., :m..,�.o�w,W.im.,w..w.w PROPERTY ONE r=ame„xe rrinE.w rvt.n S s�AKA.'L.M] �� ^/ % 6 w.,.w '. LC-L 1 (... .. 1 awn 5 I' FAIR STREET LBerkshire / N. Design r \ Group PROPERTY 11NC _ C) CM[,,,„ 'ue ` •48 n C� I - MAPLE / SOLE. \ \ i A TB M y g o L. \ `r Y`�' / TOP SPINDLE— .t ' Nw . .n�oloa�LANTED j ...Mu HYD. I ,=120.67' x P ,00P nsv.>aos PORCH .e� ,�" m i 5' WOOD POST&RAIL N. 21h STORY VjEI/F FENCE \ J IL MAP 32A LOT 248 43 FAIR STREET `� N/F (il. TARA FUTRELL & I7A \ MARISSA ELKINS -0 \ BOOK 8685 PAGE 34 r= r...—. ... 0" ' WOOD AC T&RAIL FENCE 43 Fair Street 1 Northampton,MA i' $ I 0 UP #9—I E 3 o a 23 m r— / 1 1 / ! rn I\\_-- D 'I EXISTING CONDITIONS NOTES i / nvrxwuxw.v,mnn et.uxintvrvvx 8 EXISTING SITE LAYOUT i SHED a —15' ■ �, 1 Nx,Mm�.1,. ..,, 1i Iv1 \ e / �x.vuw1.owrs.�x�x,x«rv�„ ,„rx.e..r.,.e RM a � ^�. [B.UMIN 5,l0S1-UPOPTA DATUM TO XPYOI9 J PROPERTY LINE R t ,.XUARYH ro,1 P`"1ne" 0 , e . . e LC-1 1 ...LY.r. -.1. aroma,' a. ////_ ,off ® -�,,.'.` ---'"---"/-- "�•. �� NEW YORK = L�7 �O r W P�4 D NOR TN �? t`ti APPROXIMATE SCALE �' St PEE ♦ `= 1000 0 1000 FEE• ' • t f T /4• A pPY"0 ,�POQO //O O • ATES } ' OP°••,\\ ''' °A .1' ., � '' `723RMg e �c °`� °� �y�r ` NATIONAL FLOOD INSURANCE PROGRAM \� FLEASANT Z_____N., ,�Np LEY OMEP•v B P,0 AP 2P\ /,(. 1111110101 III IIIIIIII _�ys= �a� • i R�DGeioP/ • a' ZONE A13 eosON P° II 43 FAIR STREET 'vreF °� y / grans / - LIAMS j J O I ZONE C o�Pr / \�` ( it , s, FLOOD INSURANCE RATE MAP ti i �; ZONE �� 3�. j ._ �� a ar y CITY OF Ai. ' NORTHAMPTON, a' D PgTH -_ a�\' ....... �/ MASSACHUSETTS .. ' �� ROAD' 1-' 'r's ; >� -coouoceaerocE HAMPSHIRE COUNTY '_ \ `- a A R ZONE C B GROSS s ZONE OAO .'' �. 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Fioor� Pu1vTT20C fj Ow _ffigist, GP i9 D 1:-` '-------------„[ ' /1 \\, , ryTh 0 Fr- .---,-----______14. 1 itimailummuumi mmumommiimemems. iii t 't- • \`' 1.--1 i [ r k , R . 4 p v y 4 t Job Truss Truss Type Qty Ply Northampton,MA 20122010E G01GE GAMBREL ATTIC 2 1 Job Reference(optional) UFP Industries,Inc,UFP SE Engineering Run:8.41 S Jul 24 2020 Print:8.410 S Jul 24 2020 MiTek Industries,Inc.Wed Dec 23 14:07:51 Page:1 I D:yN343yRNBaoL5luOBnL4fby65TU-VdAICIloeJ DoYvgcCgf9mD3X9U RtckJ RKg07SQy647s -1-I00-Q0 7-07-02 I 15-00-00 I 22-04-14 I 30-00-00 31-00-I00 1-00-00 7-07-02 7-04-14 7-04-14 7-07-02 1-00-00 6x I 412 14-041-00 I co6x8. 47449 5�152 o , q 3 46 ' j ' 53 5 17 /li co 0 44 ✓ 9 co 9 I0 0v ,r 0 o9m 0II45• .� 6 — 7 13 12 1110 9 408 5x8o 3x6ii 3x6ii 3x6a 6x8= 3x611 3x6u 3x611 5x8, 3x6n 3x6n I 7-10-04 I 22-01-12 30-00-00 I I 7-10-04 14-03-08 7-10-04 Scale=1:77.6 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.13 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.01 6 n/a n/a BCLL 0.0* Code 1BC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:273 lb FT=20% LUMBER NOTES 13)This truss has large uplift reaction(s)from gravity load TOP CHORD 2x6 SPF No.2 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) case(s).Proper connection is required to secure truss BOT CHORD 2x10 SP 2400F 2.0E Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. against upward movement at the bearings.Building WEBS 2x4 SPF No.2 II;Exp B;Enclosed;MWFRS(envelope)exterior zone designer must provide for uplift reactions indicated. OTHERS 2x4 SPF No.2 and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14)Attic room checked for U360 deflection. BRACING 4-8-13,Exterior(2)4-8-13 to 10-8-13,Interior(1) LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or 10-8-13 to 12-0-0,Exterior(2)12-0-0 to 18-0-0,Interior 4-8-0 oc purlins. (1)18-0-0 to 19-3-3,Exterior(2)19-3-3 to 25-3-3, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Interior(1)25-3-3 to 28-0-0,Exterior(2)28-0-0 to 31-0-0 bracing. zone;cantilever left and right exposed;end vertical left WEBS 1 Row at midpt 3-13,5-11 and right exposed;C-C for members and forces& JOINTS 1 Brace at Jt(s):17 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL= 60 REACTIONS All bearings 30-00-00. 2) Truss designed for wind loads in the plane of the truss (Ib)- Max Horiz 2=-182(LC 9),32=-182(LC 9) only. For studs exposed to wind(normal to the face), Max Uplift All uplift 100(Ib)or less at joint(s) see Standard Industry Gable End Details as applicable, 2,32 except 8=-251 (LC 12), or consult qualified building designer as per ANSI/TPI 1. 9=-171(LC 37),10=-1332(LC 18), 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); 14=-1332(LC 18),15=-171(LC Category II;Exp B;Partially Exp.;Ct=1.10;IBC 34),16=-252(LC 11) 1607.11.2 minimum roof live load applied where Max Gray All reactions 250(Ib)or less at joint required. (s)9,10,14,15 except 2=827(LC 4) Unbalanced snow loads have been considered for this 1),6=827(LC 1),8=673(LC 37), design. 11=2106(LC 4),13=2085(LC 3), 5) This truss has been designed for greater of min roof live 16=673(LC 34),32=827(LC 1) load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 overhangs non-concurrent with other live loads. (Ib)or less except when shown. 6) All plates are 2x4 MT20 unless otherwise indicated. TOP CHORD 2-41=-1010/294,41-42=-984/59, 7) Gable requires continuous bottom chord bearing. 42-43=-753/84,3-43=-732/107, 8) Gable studs spaced at 2-0-0 oc. 5-44=-732/84,4445=-753/61, 9) *This truss has been designed for a live load of 20.0psf 6-45=-1010/36,3-46=-1358/76, on the bottom chord in all areas where a rectangle 46-47=-1343/86,47-48=-1255/88, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4849=-1249/88,4-49=-1237/99, chord and any other members,with BCDL=10.0psf. 4-50=-1237/99,50-51=-1249/88, 10)Ceiling dead load(10.0 psf)on member(s).3-17,5-17; 51-52=-1255/88,52-53=-1343/86, Wall dead load(5.0psf)on member(s).3-13,5-11 5-53=-1358/76 11)Provide mechanical connection(by others)of truss to BOT CHORD 2-16=-23/500,16-39=-23/500, bearing plate capable of withstanding 100 lb uplift at 15-39=-23/500,14-15=-23/500, joint(s)2,2 except(jt=1b)14=1332,15=170,16=251, 13-14=-23/500,12-13=-23/493, 10=1332,9=170,8=251. 11-12=-23/493,10-11=-22/498, 12)This truss is designed in accordance with the 2015 9-10=-22/498,9-40=-22/498,8-40=-22/498, International Building Code section 2306.1 and 6-8=-22/498 referenced standard ANSI/TPI 1. WEBS 3-17=0/709,5-17=0/709,3-13=-745/149, 5-11=-764/129 00 a Q o c o ------..° 0 0 0 ('`i o Q • Q p 0 5\ "i C 0 Q © Q O --4----- /Cf.__ - CIh c?Iii. . 11 ‘1 ';'-: o .T z ~ 3 L---- . 00 _______ _ ________- _ ___. ,___ _.. ______,..__________ _________________ -[------ ,... ... . ..., 0 T. z v t -,,...... c9,16 PL-3-2L/A) 4 a A Ci4 El) u.1111 . .701 s"7 11 44J 6 67as , ......____:-..\_ . . ....,..:._ .1 lass ,..), 1 , K.) ""-- .;--- ' -—1--- _ _ . Hem) Guk, P /Z . I - --1. --4 .... 1M1 ( , 1 t - 1/, 0 I I 1 I . „ I I I ..1 1 . , 1 1 I I --..... I ! ill 1 . ‘ ----.-----"s""----...------- , 1 I 1 , o 1 I I I 1 1 I I. --------'---...-........-........"-"""°- ! 1 1 1 (----- 1 I ._ 1 1 i 11 [ . , , li i , -F- --r- . 4( . ,irit Ii 1-k I [ \11 /3 1 j f 1 \ 1111 I a IJ n d I ' 0 n A 0 a El Q 1 0 Q 4 I ( 1 I. . ' 11 i r l 11 ii { < < _ �.&m._ ._7`o� d Qi 1 I ' I : i l ' 1 _-, (1 \.' 1 \ 1ta Cr-Ifl c, V 1 Weir ; I I 4 s � 1 I Job Truss Truss Type Qty Ply Northampton,MA 20122010B GO1 GAMBREL ATTIC 19 1 Job Reference(optional) UFP Industries,Inc,UFP SE Engineering Run:8.41 S Jul 24 2020 Print:8.410 S Jul 24 2020 MiTek Industries,Inc.Wed Dec 23 14:07:51 Page:1 ID:yN343yRNBaoL5luOBnL4tby65TU-1 RdM_PIAt05xwlFPfz8wD7WL043ot98150HZwzy647t -1-10010 4-02-14 17-07-02 I 15-00-00 I 22-04-14 125-09-02 I 30-00-00 31 I00-I0I0 1-00-00 4-02-14 3-04-03 7-04-14 7-04-14 3-04-03 4-02-14 1-00-t)0 I 14-W) 0 41r2 5 a O sx10, 26 2-8 I f 2*0 31 N 4��25 32 6 13.6312 13 .. 2x44 2x4 11 14\ 4e c 22 3 0 co 3 N 7 0 0 i 21 r� 24 o� 2 20 `- / 8 12 11 10 Sx8= 8x8= MT2OHS 7x14= 8x8= 5x8= 7-10-04 22-01-12 30-00-00 7-10-04 i 14-03-08 ( 7-10-04 Scale=1:74.8 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.20 10-12 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.31 10-12 >999 180 MT2OHS 187/143 TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 8 n/a n/a BCLL 0.0' Code IBC2015/TPI2014 Matrix-MS Attic -0.16 10-12 >999 360 BCDL 10.0 Weight:244 lb FT=20% LUMBER 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); TOP CHORD 2x6 SPF No.2 Category II;Exp B;Partially Exp.;Ct=1.10;IBC BOT CHORD 2x10 SP 2400F 2.0E 1607.11.2 minimum roof live load applied where WEBS 2x4 SPF No.2 required. BRACING 3) Unbalanced snow loads have been considered for this TOP CHORD Structural wood sheathing directly applied or design. 4-2-9 oc purlins. 4) This truss has been designed for greater of min roof live BOT CHORD Rigid ceiling directly applied or 10-0-0 oc load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on bracing. overhangs non-concurrent with other live loads. JOINTS 1 Brace at Jt(s):13 5) All plates are MT20 plates unless otherwise indicated. REACTIONS (size) 2=3-08,(min.1-14),8=3-08,(min. 6) *This truss has been designed for a live load of 20.0psf 1-14) on the bottom chord in all areas where a rectangle Max Horiz 2=-182(LC 9) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Gray 2=2272(LC 3),8=2265(LC 2) chord and any other members. 7) Ceiling dead load(10.0 psf)on member(s).4-13,6-13; FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Wall dead load(5.0psf)on member(s).4-12,6-10 (Ib)or less except when shown. 8) Bottom chord live load(40.0 psf)and additional bottom TOP CHORD 2-20=-2894/0,20-21=-2873/0,3-21=-2754/0, chord dead load(10.0 psf)applied only to room.10-12 3-22=-2702/0,4-22=-2543/0,6-23=2543/0, 9) This truss is designed in accordance with the 2015 7-23=-2702/0,7-24=-2754/0,8-24=-2894/0, International Building Code section 2306.1 and 4-25=-1473/78,25-26=-1457/87, referenced standard ANSI/TPI 1. 26-27=-1373/89,27-28=-1363/90, 10)Attic room checked for U360 deflection. 5-28=-1352/101,5-29=-1352/101, LOAD CASE(S) Standard 29-30=-1363/90,30-31=-1373/89, 31-32=-1457/87,6-32=-1473/78 BOT CHORD 2-12=0/1852,11-12=0/1789,10-11=0/1789, 8-10=0/1819 WEBS 4-13=-835/0,6-13=-835/0,4-12=0/1223, 6-10=0/1224,3-12=-365/187,7-10=-365/1.87 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-8-13,Exterior(2)4-8-13 to 10-8-13,Interior(1)