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38C-003 (5)
,Z di City of Northampton P„uR>,;; . Building Department eP 4CE RCAF I Plan Review '•°^ II 1 tummy 212 Main Street 11 . ROIWWI:TE:r.o Northampton, MA et 4 """'� .NTER OWING ��.� ,_ • RECESSED PPRIOR! nanae 1 ALLING :.EROOM J OEBROOM2 mI � ET:NK r. . . 3.74 W,. e.H_rW,t, Wim. O . CUT. rN/_ I N — M E - - - FxsrwGwy, / - CRITICAL NOTE: ryI,Irr.. ¶A E Areowmar FOLLOW ALL MANUFACTURER I. V esw.weewa�m:nx I I.NewwuL SPECIFICATIONS AND DETAILS I ® nmvaner FOR INSLAW NG EPDM ROOFING a� rcr CURET W DINING m EXISTING EA STING sNGRu .,,NGROOM BATH: N_O $ U HALL / Z ems 5 IUNT�ED LPRIF tr.; � 5 IC \ Nx Erix r:.o.. L E.�Br�NBB.rxE £ 1�1 .Fo o. ■ N. s,aRroanwuwa:x I s ice.AOM ROOFING Ir i / T CO rxsnen axoran r :: 44WWIIISOFITFLCOR __ s .�: HOF IN pftuueNG awry F WALL ER II 9 I SCORE ROUGH w <I SPECIFICATIONS HeR Rssr�g h� K2< B cseas A N ET„NGeesEr " AL .� O 8 PER UN WN EWOUILET RS ' "xw 11 L _ ..0 M� _ • �6 III r ' I'LLa 'U �- z �.,—ten Nx. I E OF q Ip T 9 f RY T-��Y-F�ior"'" Z rcx Lro�s» ` IN HARD TRIM COLOR SIDING I 1.---;_u_lx I do ESL7'''° DR7 I U 1 £ I NI I• i 1 COm a' /�w,n sue E / rn3' tuSsse �I I I s Ir' r• ae OUTSIDE , A -'r£ I I I�I I I I �nre sn �N Qua,Tvn STRINGERS I,. p1 fl - <EfiI �'; ' 1� , _ NOTE III ,NBRu.. o ALL - I I tl i OF POST INTERIOR FINISHES,COLORS,DETAILS NII ■�y� TO REDETERMINED AND CONFIRMED TAL II II IIa I q L!, ��EJ P OWNER PRIOR TO PURCHASE AND INSTALLATIONI I � l � BS PNw�Nwxs,xoomes 1 I 1 1 _ a aHE ,, s 1DRAWN or .IP I sEir. ti c" r mcKET Nae,�,,.rov.o III Bwrsrauax NBow Iii I W, oNCRETeDECK TO N - I II M OVERHANG ABOVE ,r, il. JI; n'* �Fwm,xU leo-MI-SIDE Ue OF R,.IN„ ALL OUTLET AND LIGHTING LOCATIONS.LIGHTING SHEET Tali FIXTURES,EXTERIOR SCONCE LOCATIONS,ETC. FLOOR PLANS TO BE CONFIRMED WITH OWNER PRIOR TO INSTALLATION O FIRST FLOOR PLAN DIMENSIONS TO FINISHES O ROOF,PLAN DIMENSIONS TO FINISHES elk ELECTRICAL PLAN Scale:Ya''=P-0" UNLESS NOTED OTHERWISE Scale'.4.-I-0" UNLESS NOTED OTHERWISE Scale'.1/4'=1-0" A-100 ' 4_- === - i p "' W u { ¢� ..� . t.U� o NOTE All EXTERIOR co COLORS Ax0 DETAILS 10 SEC IMEOWNERmax roauxoxAsxaAND INSTALLATION LU Ct CO SOUTH ELEVATION 1✓ Cr ✓phme kv k w Scale ,4 a" -0" t rn OZ I . Q F. o Zoa LU w „,E m a aE — GUARDRAIL St(PlO.,) d 11 ;w ,. �,x.x. 1� reen.euex.wy I T- [...EVEN Y1'M 1 H xaenu” \ S w..v Stn: aAra pia. - ! rn,.�,1 .i e'''ar'4% INm--' BUILDING w+. wi..x,no nM.e nC.ar.i,wwww.COLOSIMO ELEVAl1ONS 2--‘ EAST ELEVATION A-ZOO ✓//'\ Ar_i EXISTING»oU6E \ PRIVACY SCREEN WIN I 2x1 CEDAR RAILS 1 IliI I .L...._ eINe ir I 111 I I I EP CEMExi FANEL.6 Mix 1L Ii / ,REVEAL BE.wLLxxnxeLS W ITERN 9 l jI F - i CMORTND TOO I g I -- IM SO .ABV o^%6aUJ - L .11- (( - IMPi EXTERIOR �{llill _ _ --- , SHAKER DOORS FINISHFD TOMATCH Exsr EXISTING FRONT DDDR ee waoR �' � IA - ..� ....� I -Ou¢ET T (O LLI I t )NORTH ELEVATION 1 1 1f/5 SOW°IIS'NIS-o•• I-- -......-----_........ I LU z . 5 O--- .------ - ----- i= tum RUI Ww Is o3 NOTE m IY. ag ALL EXTERIOR FINISH COLORS ANO O F rA ILS TOSE CONFIRMED W1111 OWNER PRIOR TOPURCHASING AND INSTALLATION e dram w. — — ''..a I "IIIIII I1 2 $111 , C .,a *°1,-,„.- -- COLOR TOD L�ilfl_ a.w _. _ 011 __ _. _. -... I ___ BUILDING - — ELEVATIONS --ELEVATION ... ----- - 11 - ELE A-201 Scale V c-1' 0 1.. 1E SAS 022Thr,„ rrrt �,M rrrfl,_ —_ tit CUT D6000121POUN "E-2-1-71" 10222$PASEETEES \ Fo -Na LEON ;, %\ Is EKE"MSS" .1:Jr''' EK2S2rrEr212ErrnESEKK2=ErSKESE .0.0OVE P.p,SU>FNF,. � MODE OVER Ne ,� MOLDED 21100101 01011A EXTEND D$ PAST O .Erarnlir Thrt ' N\ eo110 mE .PMN SPEAu pP",w r ev[aFPRPL MMXIP AORNpepuNO \ yrs, PER wNNNOMAN / X z. ROOF DECK DETAIL v� Scale 1662"=1'-0" W Z CRITICAL NOIE. -_... _- --_-__ Ill FOLLOW AL1 MANUFACTURER ‘____ 1 SPECIFICATIONS AND DETAILS - - FOR WSLAU.WG EPDM ROOFING �q _ 1 CD ne.EUuu i W e 71X 5EOMEww \ & t ,„2 0202 runs LL H ROOF ASSEMBLY202E 2222 __ i amvev:s ± W s ULATEEN---.—._ IS 1 1 — .. SE SON11 O ZI l '=411.0 E Am. Foecnr — x._. p11gat, w��Sli,� —�M g I Q F �- _. - .-' it FIBER SEMEST SONG WADI OS SIM) rmpi I'—" ~ ti p .FNIPnlLm I p J ENPE.,. NGDUNS I Z z ,v? Ith0 112 E001.N„,. ,EM W w Wa„2 1 r y m ee ri - pID F«..mON COLUMN IN 2.N<,S°IfaS �N, , We..Por.,.,o:o,ruc - —., 1,, — 22 9 Eh'GESS 11,17113 _,�•ua°°QR°nXAI I ( 11'- 9 • A”REISESSEED COW PETE ELME 510. HENpwAF � --- �-• iI . L g b 1 w 23 w �.:EIWRV 3 10„ m 1 _ _ L ]5'W MOS 020 AT IT F TET0 - f1 _, , .N ...... ,,, . . __---• , Nw FN,„orF,NO r E % I _ _. ••••••--°•------ g - o FOOTSIG SEEEFOUNDA PLAN I ._.. E i ONo � „„„NW,N,s,„-2,225, M 7==r% iy C �mnr a Lo --- -- ._ -- D FM STONE MP BUILDINGII— r. SET INC DEN �. ? I—— .e E.gia%•,n NATE: fI y z4r J' ALL INTERIOR FINISHES COLORS.DETAILS SECTION AND TO BE DETERMINED AND CONFIRMED WITH BUILDING SECTION I OWNER PRIOR TO PURCHASE AND INSTALLATION DETAILS A-300 raw,o..a ,x se i . rim peR fourrnotirdI four y n wen msmune "` t IQ -STIZSTRAP AT Q ata. sEK FoommalOONIKKK AB. x ..> „ aaDEMON I. r.. (Th SECTION 'A . �K_JJ Scale 11/r=1.-0" © FOUNDATION SECTION Scale.14"=r-0.. I S I TS 3 0 H. 2 r ik: �� _ x¢f / 0 I gg� -a, • A i:�—� ...inn xm ,x,,..r¢a+,rr.xo i r j I , / ILUrat �,P�aEa 1 w_ 4 �,¢o,�naaxxw, x QI � x , r-r � S } � 1 : ♦p I +. ,C a;_�..1 P,OFOEOF.Iuxo,nox ®� I dI. I _ d � m OPcru,xowxxw,ax .11' I a Li, I 1 .� .. — I— P7„,,,,,--,,,-----,„,„—.R.,.�r +p 1 $ ax,.,00.,, AND 6a8 O/29/2 BQLOCO ONIIK MEW WOOLF Dr .�.. . a z,,.: ' � �.,�M,x , w _. wa...a�.,. `' 1 „ 1 „¢„xa.., . 9,.0, I x,,,EExm.Mxx „e.E,a� I —*1 aa,5a.w w rg ,—x¢a..n It „0s I aw.,.oreNOWE0 a w F.-----..,,s,0w BOTH NOCK cavae >Iuu.oE�ar,Pouoxn .— £ o I I OK UNDISTURBED SOK KK pdvoa TeneeeeRese awn mr¢q hti t ..x,xO:x"an0 l T caeca,,. minI ,, ,,,. axe I I ,.PWI"„,:„x�a,ffI_ m1440 r4E.AR e E na - 1 �” / FOUNDATION AND FRAMING 0 FOUNDATION PLAN O ROOF FRAMING PLAN O HEADER PIAN PLANS Scale--.Ya'"=1'-0" Scale'.Y."-1'-0" Scale:Y."=1-O' S-100 194 GROVE ST BP-2017-0552 GIST: COMMONWEALTH OF MASSACHUSETTS Mao:Block: 38C-003 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ADDITION BUILDING PERMIT Permit# BP-2017-0552 Project T JS-2017-000898 Est.Cost: $170000.00 Fee: $400.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: use Grouo: JAY GUILMETTE 102903 Lot Size(sq. ft.): 74052.00 Owner: BENTON DOUGLAS M&KATE 1 GEIS Zoning:URB(100)/ Applicant: JAY GUILMETTE AT: 194 GROVE ST Applicant Address: Phone: Insurance: 20 HILLSIDE TER (978) 407-2192 WC O RANG EMA01364 ISSUED ON:11/1/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:TEAR DOWN OLD GARAGE & BUILD NEW 20'X40' ADDITION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Date Paid: Amount: Building 11/1/2016 0:00:00 $400.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner ems^ A ok_ File# BP-2017-0552 PLA-Cr mp APPLICANT/CONTACT PERSON JAY GUILMETTE ADDRESS/PHONE 20 HILLSIDE TER ORANGE (978)407-2192 ' PROPERTY LOCATIONCI GROVE ST CNS c"^ p C/^ MAP 3.efl-di ZONE URB(100)/ / � fir( 01t 'cc. - co THIS SECTION FOR OFFICIAL USE ONLY: GD PERMIT APPLICATION CHECKLIST O 1 t\ CLOSED REQUIRED DATE `� ZONING FORM FILLED OUT Fee Paid /f Building Permit Filled out Fee Paid Tvpeof Construction: TEAR DO GE&BUILD NEW 20'X40'ADDITION — Str7eGO New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 102903TV",{' 3 sets of Plans/Plot Plan rcls d THE F,('LLOW ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON lJ INFFORMATION 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 front CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management P,-,olio •rlav Signature of:ntdi _S" ficial 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. SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: 1 /o,✓ e•• Not Applicable E1 Nameit,R— Name of License Holder: f A ' Cr V�s t-tt-- CA! license Number _........... rerer) -t rt�-f-,o� oc ,gc ,, ss I . 2 2 A Expiration Da e „,54 , ' y -� 511.-,> , �) 17 tore Telephone C./ttkl— ' 9.Registered Homo Improvement Contractor' . .. Not Applicable p Company Namer. / # Registration Number / (• -0 I I M C.>✓/ ' (,j ,„ ✓ Address Expiration ( .y. rfiat''r`�� 1411 j1d'x \ fi//'"-' ,110:e Telephone9 T '7A >2 ' ' SECTION 16-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 C 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-pcenpied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5,1. 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 he,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such`homeowner'shall submit to the Building Official,on a form accepable to the Building Official,that hershe shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under his 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 of Massachusetts General Laws Annotated. Homeowner Signature SECTION S.DESCRIPTION OF PROPOSED WORK(check all applicable) New House n Addition Replacement Windows Alteration(s) U Roofing C Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[] Siding[CI] Other[p] Brief Description of Proposed / < ( / Work: ` . ' -re•-1— t{rn.✓ o lcf .0 Arioi..-- 'E flu r i ed deist / 04, X v Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes ,)( No Plans Attached Roll -Sheet Ba,If New house and or addition to existing housing, complete the following:l! a. Use of building : One Family Two Family Other 0 le--At/ b. Number of rooms in each family unit: _ Number of Bathrooms c. Is there a garage attached? N b d. Proposed Square footage of new construction._,_, JS eb Dimensions /IX Yet 1„k- _. Number of stories? 7/ f. Method of heating? O { Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance, Masscheck Energy Compliance form attached? h. Type of construction {.'& Is construction within 100 ft. of wetlands? Yes Nb No. Is construction within 100 yr. floodplain Yes,.b No j. Depth of basement or cellar floor below finished grade 7' ' -ry re>f g' v+ie I f Gr'O.JC- �'(o otv k. Will building conform to the Building and Zoning regulations? 7 Yes No . I. Septic Tank_ City Sewer Private well City water Supply SECTION Ta•OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Xi [cafe C,e( s as Owner of the subject property /,�^ hereby authorize JQ� v'( Nf�)4'1e-tic to act f, in all matters relative to work authorized by this building permit application, e4 t� 10/I01, 4 Signature of Owner Date y Ct'rp �` -' ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the •ains and penalties of perjury. Print Na r' .� OF // /a—a l� Signature of!' er/Agent Date Section 4. ZONING All Information Must Be Completed, Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size I _—_ _ _ L___... ___._ --. ... _.. Frontage 7/ YI --�-- --- - -- Setbacks Frontsfl- 1 Side L:1 24 R:I LL___ R:I_b '_ Building Height /x ` Bldg. Square Footage —_, % t - --' Open Space Footage % --- (Lot area minus bldg&laved __; __1 1 "[__ 1--- parking) ' #of Parking Spaces ' ' '--' L—I Fill: I ` (volume&Location) — A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW O YES O IF YES, date issued: li IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book I i Page_., and/or Document#'I B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES fij IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O ObtainedIs? , Date Issued: 'I Zd ae L C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO (d IF YES, describe size, type and location: ` E. Will the construction activity disturb(cleaading,�avation, or filling) over 1 acre oris it part of a common plan that will disturb over 1 acre? YES © NOring, gr IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Departrhentuse opt .. •> au- ce,. City of Northampton Sof Perm) _ - r-- Building Department Curb CutiDrlueway Permit --- 0 212 Main Street Sewer/SepticAvailability Room 100 WaterIWellAvallability- Northampton, MA 01060 Two Sets of SGuctural Plaris p phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans 04 5= Other Specify ' - _. 0i co TION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING ,P//4/ "� � SECTION 1 -SITE INFORMATION �� /91 This section to be completed by office 1.1 Property Address: /g �. Cr pLe€ S-�• Map Lot Unit vor -et, 'aMP-{-r,✓ Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT / 2.1 Owner of Record: (/a`lam a e75 Name(Pr' Curri/Nng t'D✓'e sv ee A?„0.7, i0yrw-ki&vei(O,6, Telephone S V07 �Q. C. (041 Sig - re ,:pc„-;c,-f: L tCl J / /' 2.2 Authorized Agent: 013 6 y TA ! Gbl (Al,t+-L c)v 11:- 1 oKfttJ 1. Name(PrCurrent Mailing Address: _ � 97e — v67 — 9./ 92 Sign re Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com.leted by permit applicant 1. Building / / oba o✓ (a) Building Permit Fee 2. Electrical / o (b) Estimated Total Cost of /�� O/9 • bu Construction from(6) 3. Plumbing Building Permit Fee lyveo • o� 4. Mechanical (HVAC) 5. Fire Protection {�/,/�-/) 6. Total=(1 +2+3+4+5) /70/ 000 • Dr) Check Number 016/ _ /f�V7)1: This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date T -- - • City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: i S _ 1—o v k" ' o rarj The debris will be transported by: /'/( ��r ros lsr/S The debris will be received by: Building permit number: Name of Permit Applicant k- 6..e. 's (011 /5//6 Date Signature of Permit Applicant • it The Commonwealth o f Massachusetts x, —_ Department of Industrial.4ccidents =_;a, '1 Office of Investigations § _4 tette - `= 1 Congress Street, Suite 100 �£— ,, Boston,,1L4 02114-2017 � s. www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / + Please Print Leeibly Name.(Business/OrganizationMdividual): cr-A4 1 1 M 2_tti co✓."� / * C i0 ' Addl'ess:_ f 1 v,}..1 J A C if e,/ City/StateiZip: — -S -_. Phone#: - !_, 6 - - 7..?-,- Are you an employer? Check the appropriate box: Type of project(required): Lg. I am a em to with ( 4. ❑ 1 am a general contractor and J P 6. t/ New construction employee Hu and/or pari-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- fisted on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g_lid Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp.insurance required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I1.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.E Roof repairs insurance required.] ' c. 152, §1(4),and we have no _ employees. [No workers' 13. Other comp.insurance required.' "Any applicant that checks box g 1 must also fill out the section below showing their workers'compensation policy infrmation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tConrractors that check this box must attached en additional sheet showing the name of the sub-contractors and state whether or not those entities have employees tithe sub-contractors have employees.they must provlda their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. S Insurance Company Name: �t A+�6_ ,2A!) 'f ii 17( �/»"nd 4� l ,v 4-r . .. 'C`.LA') 1 /.h /z < /...y Policy#or Self-ins. Tic. #c 3 A 67 / 0,,,, y , Expiration Date: 3 / j/ ac_n / Job Site Address: / / 5— Crot c St' City/State/Zip: tidt---H-h,Anp-l'a a/° Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL,c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby felt Y under t. painsand penalties ofperjury that the information provided above is true and correct ionatur:,: _ 40 4 I_ Q _. D'nte: ISO.,( /1b/J"wrr'1�.� Phone 4: r,/ Yd .� �...t / Official use only. Do not write in this area, to be completed by alp or town official. City or Town: Permit/License # Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone k: __ ACD® CERTIFICATE OF LIABILITY INSURANCE DATE t"MIDDNYYYj Ia./ 10/17/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT; If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not canter rights to the certificate holder in lieu of such andorsement(s). PRODUCER CONTACT NAME/ Bermes Smith _ _...... KIMBALL COOKE, INC. INSURANCE vac"No E.m (978)249-3273 _ 1FAAXX NH: maw w bsmith(r�kimballcooke.wm _ 312 MAIN ST. INSURERS)AFFORDING COVERAGE 1 NAIca ATHOL MA 01331 INSURERS/ AIM MUTUAL INS CO 33758 wslwEo IxsuRERe, _ JAY GUILMETTE INSURER c: JAY GUILMETTE CONSTRUCTION INSURERD: 20 HILLSIDE TERRACE INSURERE: r ORANGE MA 01364 INSURER F: _ - COVERAGES CERTIFICATE NUMBER: 94028 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ICJ— AOBC Ma r POLICY EFF I POUCYtXP LTR TYPE OF INSURANCE ♦ ,L a POLICY/UMBER MA4DIXY OMAR •1 LIMITS COMMERCALGEERAWABIL(tt I EACHOCCURRENCE S DAMAGE TORE-MD - - I CLAIMS-MADE 7 ULCUS I PREMISES(Ea omrtrenw) 5 _ MED EXP(An _xrton) 5 N/A PERSONAL&AOV INJURY $ GENt AGGREGATE LIMIT APPLIES PER GENERALAGGREGATE I$ _._.. jPOLICY IPAT,-- _�, TOL PRODUCTS-COMPIDP ACC.5 OTHER. I S AUTOMOBILE LIABILITY COMBINNEg 5INOLf LIMIT $ ANY AUTO -BODILY INJURY(Per person) S r — ALL OWNED SCHEDULED N/A aOWYINJURY*St Bzzl:ent) 5NOM.O __ AUTOS AUTOS I WxED PROPERTY I.HIRED AUTOS AUTOS (PP0,aaIne il DAMAGE y S UMBRELLA LIAB OCCUR EACH OCCURRENCE S IXCEBA LIAR I . MAIMS-MADE N/A AGGREGATE _ S CEO RETENTtQN I i3 WORKERS COMPENSAfON Xi STATUTE I ;C_. AND EMPLOYERS'LIABILITY —YI" AN mROPNETOWPARTNERIExECUTIVE ' E.L.EACH ACCIDENT $ 100,000 A andaRMEMBERExcwOEEA N/A N/A VWC10060217382016A 08/30/2016 08/30/20171 - - - NanEatorylnNH) I ...EI.DISEASE.EA EMPLOYEE $ 100,00 0 OE:LftLM0➢ERATIONSbimu EL.OREASE-SWOT TRAIT 5 500.000 I N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES ACORD 101.Additional Remarks Schedule,may be attached Omura apses is/scow/ Workers'Compensation benefits will be paid t0 Massachusetts empsgmos only.Pursuant to Endorsement WC 20 03 06 8.no authorization is given t0 pay claims fur benefits to employees in stales NW than Massatusetts if the insured hires,or has hired those employees auisitle of MaSSac seas. This certificate of Insurance shows the policy in form on the dale that this certificate was Gaped(unless the expiration date on the above policy precedes the issue date of this Certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Genf!Cation Search tool al www.mass.goWlwd/workers-compensalion/investigations/. Sole proprietor nes not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN KATE GEIS ACCORDANCE WITH THE POLICY PROVISIONS. 195 GROVE ST AUTHORIZED REPRESENTATIVE NORTHAMPTON MA 01060 .,_g C ro I Daniel M.Croyigy,CPCU,Vice President—Residual Markel—WCRIBMA ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r71,2C7577hTI.A747Th T75- C-777-5 TnI Z"--5.2.7_zr.. ,. 5 _s .t C4.7_ G J 5�4IPA 4r.P (1/4` Z) 1711 Aq .-Y cr deG-011 1 Mir-634 1-)tekl March id.2016 3} f- of Ate--( 6 544g7 Douglas Benton and Kate Geis 194 Grove Street Northampton MA oio6o RE: Determination of Applicability, 194 Grove Street studio/storage and related work Dear Kate and Douglas: Enclosed please find the original signed version of the above-referenced document for your files. This determination is valid for three years. Please note the conditions on in Attachment A that must be adhered to prior to,during,and following canstuction_ Please feel free to contact me with any questions or concerns. Thank you. Ul Olt Sarah LaValley Cc: MassDEP WERO IiMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 2 - Determination of Applicability 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling cut From: forms on the Northampton Computer, use Conservation Commission only the tab key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Joshua Payne Douglas Benton and Kate Geis return key. Name Name 'in 194 Nevis Road 194 Grove Street Mailing Address Mailing Address q� Tivoli NY 12583 Northampton MA 01060 rare j City/Town State Zip Code City/Town State Zip Code I �1 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: Proposed Site Plan. Douglas M. Benton and Kate J. Geis Residence 1/25/2016 Title Date Title Date Title Date 2. Date Request Fiied: November 25, 2015 B. Determination Pursuant to the authority of M.G.L. c. 131, §40, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, and made the followirig Determination. Project Description (if applicable): Demolition of a barn and lean-to, removal of a section of paved driveway and returning that area to vegetated surface, and construction of a studio and terrace within buffer zone to BWV. Site disturbance to be reduced from 4,000 sf to 2,910 sf. Project Location: 194 Grove Street Northampton Street Address CN//Town 38C 003 Assessors Map/Plat Number Parcel/Lot Number y rmcoo-•Detr,mr:at:,of Appn.mbJFi•rev.I mdiw Page-.o5 I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands 1 WPA Form 2 - Determination of Applicability I Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cant) The following Determination(s) is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent) or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD) has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s) is an area subject to protection under the Act. Removing,filling, dredging, or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s) are confirmed as accurate.Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. Z 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. No boundaries confirmed. ❑ 3. The work described on referenced plan(s) and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of intent. ❑ 4. The work described on referenced plan(s) and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review (if work is limited to the Buffer Zone). • 5. The area and/or work described on referenced plan(s) and dccument(s) is subject to review 2nd approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name Crainancs or Bylaw Citation ¢sec+R.roc•Dete r,ne cn m A:a:im IIN.rev.10,8,u Pen 2 of ' Massachusetts Department of Environmental Protection 1 L Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability ,\ . Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s).which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10,58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note. No further action under the Wetlands Protection Act is required by the applicant. However. if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owners risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Actor the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. Z 3. The work described in the Request is within the Buffer Zone, as defined in the regulations. but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). Please see Attachment A Ti 4. The work described in the Request is not within an Area subject to protection under the Act (including the Suffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. .rcamrrado.s•o_tari taco o:Aochczborr re.c:veme Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands � N.JPAForm 2 - Determination of Appllcabliity Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) E 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatoiylreguiatory provisions) ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery on 5by/certified mail, return receipt requested on Date Dat¢it lr+ly— I5, gOiL This Determination is valid for three years from the date of issuance(except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws_, or regulations. This Determination must be signed by a majority of the Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see n*t),,Viniir...,.asa-runnoidanfabou_ - inducur.-fr_ ) and the property owner(if different from the applicant). Signatures: / / / _ t: 4' A -42ra~ -I . L _ r ir)0.A. t'.j xl -9ss. &V l c Cate wafGT2d_o-na:a-m,a.en of Apprcasey. a-10/E:< - ._s Massachusetts Department of Environmental Protection Bureau ofi Resource Protection - Wetlands V+/PA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.C. c. 131. §40 D. Appeals The applicant owner,any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see ^ l in,nm.m,a s. ov/dooiabo ion.fin r .;r,t;m) to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations. the Department of Environmental Protection has no appellate jurisdiction. "ngaer_-,2c..c DewrrtaY.i c±A,:p;ii ryT.'tea'_.VwC< _ _,_ "ATTACHMENT A" I. Prior to the initiation of any work, the applicant/owner shall submit a letter of understanding to the Commission stating that he/she has received, read,understands and shall comply with these conditions. The applicant, and, his or her contractor. foreman and/or construction manager shall sign the letter of understanding. 2. Prior to the initiation of any work, the applicant shall submit to the Commission a sequencing plan for construction, and erosion and sedimentation coni trol installation. 3. Prior to the start of any site work, excavation or construction, a pre-contraction conference shall be held on the site, between the contractor conducting the work, the site/project engineer, the applicant, and a member or agent of the Conservation Commission,in order to ensure that the requirements of this Determination are understood by all parties.Prior to the pre-construction meeting, all erosion control devices must be installed. 4. All required permits must be obtained from applicable federal, state and local agencies and departments prior to the start of any project. 5. A copy of these conditions and associated plans shall remain on site during all construction and/or building activities.The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 6. All revised plans shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. 7. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time,and maintained or reinforced as necessary. All suchdeiices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum.control has been provided. 8. Erosion control shall be installed Eve feet from the 'top of bank' as shown on project plans. This shall. serve as the limit of work. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales, erosion control blankets, npran,filter berms or other devices planned :for use during construction. 9. Soils exposed for periods greater than`neo months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, ora temporary cover of rye or other ass Official Receipt for Recording in: Hampshire County Registry of Deeds 33 King St. Northampton, Massachusetts 01060 Issued To: DOUGLAS BENTON 413-586-4939 Recording Fees Document Recording Description Number Book/Page Amount CERT 00022679 12447 177 $75.00 8FNT0N $75.00 Collected Amounts Payment Type Amount * Cash $75.00 $75.00 Total Received : $75.00 Less Total Recordings: $75.00 Change Due $.00 Thank You MARY OLBERDING - Register of Deeds By: Kimberly Receipt9 Date lira 0307465 10/26/2016 09:13e wHPM •.,,,ti.. PLANNING AND SUSFAINABII.iTY.CITY OF NORTHAMPTON planning•ennsan xdan•zoning•northampnn GIS•historic•communitl Presana6nn•central badness arthlleclure 44 of'J'4' Sarah laValley.Consercation,Preaenation,&Land Use Planner la-aIle C'nurWnmptumua.r.•413-587-1z63 March 15, 2016 Douglas Benton and Kate Geis 194 Grove Street Northampton MA oio60 RE:Determination of Applicability, 194 Grove Street studio/storage and related work Dear Kate and Douglas: Enclosed please find the original signed version of the above-referenced document for your files. This determination is valid for three years. Please note the conditions on in Attachment A that must be adhered to prior to,during,and following construction. Please feel free to contact me with any questions or concerns. Thank you, AC 1 f(1414t() Nith Sarah LaValley Cc: MassDEP WERO City Hall• am Main Street•Northampton,MA oto6o •www.northamptonma.gov/OPD • Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 2 — Determination ofL 1 Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling out From: forms on the Northampton computer,use only the lab Conservation Commission key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Joshua Payne Douglas Benton and Kate Geis return key. Name Name SI 194 Nevis Road 194 Grove Street Melling Address Mailing Address ROOX Tivoli NY 12583 Northampton MA 01060 City/Town State Zip Code City/Town State Zip Code 1. Title and Date(or Revised Date if applicable)of Final Plans and Other Documents: Proposed Site Plan, Douglas M. Benton and Kate J. Geis Residence 112512016 TRIe Date Title Date Title Date 2. Date Request Filed: November 25,2015 B. Determination Pursuant to the authority of M.G.L. c. 131, §40,the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, and made the following Determination. Project Description (if applicable): Demolition of a barn and lean-to, removal of a section of paved driveway and returning that area to vegetated surface, and construction of a studio and terrace within buffer zone to BVW. Site disturbance to be reduced from 4,000 sf to 2,910 sf. Project Location: 194 Grove Street Northampton Street Address City/Town 38C 003 Assessors Map/Plat Number Parcel/Lot Number wparorm2row•DMmmlrebcn N ApI tFMy.rev.10/EMA Page'o•5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 - Determination ofL Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont) The following Determination(s)is/are applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions(issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD) has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). O 1. The area described on the referenced plan(s) is an area subject to protection under the Act. Removing,filling,dredging, or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plan(s)are confirmed as accurate.Therefore,the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ® 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. No boundaries confirmed. O 3. The work described on referenced plan(s)and document(s) is within an area subject to protection under the Act and will remove, fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. O 4. The work described on referenced plan(s)and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5. The area and/or work described on referenced plan(s)and document(s) is subject to review and approval by: Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: Name Ordinance or Bylaw Citation wpatornad«.DNerminallon of Aodkabl0y.rev."CIS/04 Pa/e 2 a5 • Massachusetts Department of Environmental Protection L Bureau oFormf Resource2 Protection -Wetlands WPA — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): 5 Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owners risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. E 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions(if any). Please see Attachment A 5 4.The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wptlo,m2.hc•Delxminfim al Apgkabiltly•rev.10/8/04 Page 3 of 5 L IL Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatory/regulatory provisions) -- ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Name of Municipality - --- Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: E by hand delivery on 0 by certified mail, return receipt requested on Date pet This Determination is valid for three years from the date of issuance(except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission.A copy must be sent to the appropriate DEP Regional Office (see http://www.mass.cov/dep/aboutlregionfindyourhtm) and the property owner(if different from the applicant). Signatures: 2 • e (AL,_ _. ' / - CA—t.._ I, _ ?fr.\Kr' sate a&ctf1 a5, (901,6 wperam2.rbc.oeiamn,awn ofApprxsbile •,ev.11404 Page a ars LMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 - Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office(see httpl/www.mass.qov/dep/about/region.findyour.htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. wpercrmztc•Dcrermineaon m Apgkatiuy•rev.ID/6104 roots 015 "ATTACHMENT A" 1. Prior to the initiation of any work,the applicant/owner shall submit a letter of understanding to the Commission stating that he/she has received, read, understands and shall comply with these conditions. The applicant, and, his or her contractor,foreman and/or construction manager shall sign the letter of understanding. 2. Prior to the initiation of any work, the applicant shall submit to the Commission a sequencing plan for construction, and erosion and sedimentation control installation. 3. Prior to the start of any site work, excavation or construction, a pre-construction conference shall be held on the site, between the contractor conducting the work, the site/project engineer,the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Determination are understood by all parties. Prior to the pre-construction meeting, all erosion control devices must be installed. 4. All required permits must be obtained from applicable federal, state and local agencies and departments prior to the start of any project. 5. A copy of these conditions and associated plans shall remain on site during all construction and/or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 6. All revised plans shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. 7. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 8. Erosion control shall be installed five feet from the 'top of bank' as shown on project plans. This shall serve as the limit of work. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales,erosion control blankets, riprap, filter berms or other devices planned for use during construction. 9. Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting. a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 10.All disturbed areas shall be graded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30, of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 11.No disposal of soils or other materials shall be allowed within: a 100-year floodplain; 40 feet of the 100-year floodplain elevation; any wetland; or any area within 100-feet of a wetland,or 200 feet of a vernal pool unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00. and City of Northampton Ordinances - Chapter 337. 'I F 0 R I 30B SUMMARY REPORT F E 051622- Benton-Geis Residence.4te 01:Roo/ Member Name Results Current Solution Comments Roof:Beam 1 Passed 1 Piece(s)14 1]I®360®16"OC Roof:Beam 2 Passed 2 Piece(s)1 3/4"x 14"2.0E Microllam®LVL Roof:seam 3 Passed 3 Piece(s)13/4"x 14"2.0E Microllam a LVL Roof Stair Edge Beam 4 Passed 2 Piece(s)1 3/4"x 14"2.0E Microllam®LVL Overhang Beam 5 Passed 1 Plece(s)13/4"x 14"2.0E Microllam®LVL Roof:Beam 6 Passed 1 Piece(s)1 3/4"x 14"2.0E Microllam®LVL Cantilever Reinforcement(PB1) Required Forte software operator Job notes 10/30/2016 3 03:25 PM Timothy Schroder v51.Design Engine:V6.5.11 I Engmu.ry Design 051622-Benton-Geis Residence.4te (51e)74ml-is Ischrcderddenginntydesign dam Page 1 of 7 ecI FORTE ' ORiE MEMBER REPORT Roof,Roof:Beam I PASSED 1 piece(s) 14"13I®360 ® 16"OC Overall Sloped Length:19'10 13/16' - r6- o ti .rM'. fr -r X 1S r.J, All locations are measured from the outside face of left Support(or left cantilever end).AII dimensions are horizontal:Drawing 2 Conceptual Design Results -......Actual o Leleq Allowed Rasta LDF Load:Combination(Pater") totem floor Member Reaction(lbs) 1075@19'61/4' 1731(3.50") Passed(52%) 1.15 1.00+075 L+0755(Alt Spans) Member Type_Joist Shear(M5) 1026@19'3114" 2248 Passel(48%) 1.15 1.00+0.75 L+0.755(MSpans) Mlthnq tke:RasK^nai Moment(Ft-1PS) 4726 @ 10'411/16' 8435 Passed(55%) L15 1.00+05 L+0.75 S(Mt Spans) 81iling Code me 2009 Live Load Defl,(In) 0.380 @ 10'4 1/2' 0.610 Passed((1571) -- 1.0 0'Y 0,75 L+0.75 5(Alt Spans) Design Methodology'.0.50 Total Load Defl,(in) 0.538 @ 10'4 1/2' 0.915 Passed(1/409) -- 1.0 D n 0.75 L 0.75 5(Alt Spans) Member Pitch:0,15/12 •Deflection criteria:LL 8/360)and 1111/240). 'Overhang d fualun oiera:a iw)60)and TT i2u240 •8x+'9 rya):Mtomprm'a+edge tiro cuss toff I mug be traced et4'Isir Nc mks dRa'aY aFnt P,w,attachment and PsPionirq 01 Lateral trains is raqulred to achieve member106PM Moving toads to Supports Ms) SupportsWow Telt' Avatoore Required Dead um snow Tull Accessories I-BeMtlb to',SPF 5.i5 5.25 35!Y 347SS5 55i 1457 rcMy -Beveed once.SPF 5.75' 5,0$" L]5' 316 , & 5007/3 506 13]BN &adag ... ... •eb[gng Panels are assumed to carry M bads applied dlrMlyaMrp them and the lull bad is applied to the member Mng dSgnM. Deed chard lire Snare Leads LnUen(5de) SpCMt {DSO) (TM) (LIS) CorrlMrb 1-UndocoMPSF1 Ole I5 IP yr 16' 25.0 40.0 40,0 Real Weyerhaeuser Notes 4 SUSTAINABLE rovfSTrf w�rinrn Weyerhaeuser warrantsthat the suing of its products wit be 4l accordance with Weyerhaeuser product desi n criteria and washed design values, Weyerhaeuser"ri5sI disclaims any other warranties related to the software.Reta to current Weyednrau$er literature Or inytaaa0m details. (vra.1mv%[eei)Sues-sort(Rim BOOM,a ns-?dna and squash awls)are not Dyad by thus faaaara use Mesa sc Brea Rt.rteeeto accenvere the need tar a design ueo1ossir i as aerated.a by the autsorty having)-:rs.u..The rksrom of record,daft Or framer is re pOnSbeto ascuretet Nis;RUWOm I5 cmnpltlde wit the onerab Dopa.Products manufactured at Weyerhaeuser racemes are thisTprrty certfied to sustsnatle forestry standards,Weyerhaeuser EMJlneered Lumber Products have been evaluated 0y ICC ES under tethni0l reports EAT 153 and ESR-1387 and/or tested in accordance with apFYode Asir stewards. For current code Maluatlonreports rder to http://www,wgptM'N.com/service/s,ndeReports.asps. The product attY%abm,input design bads,dimensions and Support mrwmabrn have been prowled by Pone Software operator Pone Software Operator Joh notes 10/30./20163:03:25 PM Lyme)scnmcer Forte v5.l, Design Engine:V6-5.1.1 Engbudy Design 051622-Benton-Geis Residence Ste IS1al 740-0175 { tshroner3 gnu)dessrn te cc Page of 7 II FORTE " MEMBER REPORT Roof.Roof Beam 2 PASSED 2 piece(s) 13/4" x 14" 2.0E Microllam® LVL Overall Sloped Length:26'8 7/8" r.,rd. . :c . _ ;,�•:- res=" -r I } aX 'B YX 4 ft 36 X 2 All orations are measured from the outside face of left support(or left cantilever end).All dimensions are borizontal.;Drawing is Conceptual Design Results Actual o Laotian Mowed Result LDF Load:CmtWtlon(Nasa) System Roof Member Reaction(Ibs) 1767 @ 18'8 1/4' 8183(5.50") Passed(22%) — 1.0 0+1.0 L(Adj Spans) member Type'.Flush Beam Shear(Ibs) 266 @ 11 3 1/2" 9310 Passed(8%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -2732 @ 18'8 1/4" 24258 Passed(11%) 1.00 10 D+1.0 L.(Adj Spans) Building Foe:IBC 2009 Live Load Del.(in) 0.039 @ 8'7 3/16" 0.612 Passed(11999+) — 1.0 D+ 1.0 L(Alt Spans) Design Ileffiodology:ASO Total Load Del.(in) 0.076 @ 8'6 13/16" 0.918 Passed(L/999+) — 1.0 0+1.0 L(A0 Spans) Member Pitch:0.25/12 'Deflection Criteria.LL(L/360)and TL(11240). •Overhang degas-on Criteria:LL(211360)and 3L(111240). Bracing(Lu):M«mpresslm edges(top and bottom)must be braced at 26'8 9/16"o/c unless detailed otherwise.Proper attaClinint and positioning of lateral bracing is required to achieve member stability. Wing LoadsbbSuppm4(be) $appallsFloat Total Available Required Dead user TUM Accessories 1-Beveled Plate-SPF 5.50" 5.50" 15°" 302 310/-3 612/-3 Blocking 2 Beveled Plate-SPE 5.50" 5.50" 1.50' 729 989 1768 None 3-Column Cap-steel 3.50" 3.50" 150' 308 813/-82 1121/-82 Blocking •Backing Panels are assumed to carry no bads applied directly above them and the full load is apµN to the member being designee. Tributary Dad Flow Live Loads Location(Side) Width (0.90) (1.00) Cmuucrh o- Soy weight(PIF) 0 to 26'81/2" N/A 14.3 -Uniform(PSF) o to 18111/2' I' 25.0 60.0 Roof 2-Uniform(PSF) 1W 11 l/2"to26'8 2'9" 25.0 10.0 1/2" Weyerhaeuser Notes (ly)SUSTAINABLE FRESTRf INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and Wd5shed design values. ll Weyerhaeuser expressly disclaims any other warrames related to the software.Refer to current Weyerhaeuser literature for installation details. (wwto meit�m�degn proim 0.fesssvoial as determinedeby and Mode authority Squash Blocks) i salare not on.Medesigner by software. Use or software is intendedo assure Mathis calcubtln Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are thirdpartycertified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with apl[abe ASTM standards. For current code evaluation repasts refs.to http://www.woodb y.cun/serv[x/s GtleRepts.aspx. The product application.input design loads.dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/30/20163:03:25 PM ro Forte v5.1, Design Engine:V6.5.1.1 nginuity y Schroder 051622- 6 r Benton-Geis Residence.4te 1318)cerg7fi tzcnmcergenginulryaesgrwm Page 3 of T E ' MEMBER REPORT Roof Roof Beam 3 PASSED 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Overall Sloped Length:22'11 3/8" sfr 41"10 fr • p m i§q r eat .�V at 4, " o X llt /1" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 LoaYun Mowed Result LDF Low:cwt anon(omen) System Roof Member Reaction(Ibs) 4594 @ 18'8 1/4" 12275(5.50") Passed(32%) — 1.0 D+1.0 L(All Spans) Member Type Flush Ream Shear(Ibs) 2819 @ 20'P' 13965 Passed(20%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Resaenbal Moment(Ft-Ibs) -11595 @ 18'8 1/4" 36387 Passed(32%) 1.00 1.0 0+ 1.0 L(All Spans) Building Code MC 2009 Live Load Defl.(in) 0.172 @ 22'11" 0.282 Passed(24592) — 1.0 D+ 1.0 L(Alt Spans) Design n gwekyy:ASo Total Lead Defl.(in) 0.240 @ 22'11" 0.923 Passed(21)424) — 1.0 D+1.0 L(Aft Spans) Member Pim:0.25/12 •Deflector Catena:LL(L/360)and n(L/240). 'Overhang defleSm octane:LL(2I4360)and n(2t1240). •Bracing(Lu):All compression edge'(top and bottom)must be braced at 22'II 1/16'o/c unless detailed otherwise.Prow'attachment and posmoniy of lateral bracing is required to achieve member stabiilN. Beating suds to Sapped:.(els) SupportsTubl Available Required Dead L. Total Accessories I-Beaekd Plate-SPE 5.50" 5.50' 1.50" 272 502/-301 779/-383 BKKking 2-BevPled Plate-SPF 5.SP 5.50" 206" 1946 2648 9594 endsg •NIXl:ins Panels are assumed to carry no loads applied directy above them and the full load is applied to the member bang designed. Tributary Dead Flow Live Loads Location(side) Width (0.90) (1.00) ConmmY o.Self Weight IPLFI 0 to 22'IP N/A 2L.5 1.uniform(PSF) Co 22'11" Cel" 25.0 46.0 RMI 2 Point(lb) 2T 11" N/A 963 1550 Weyerhaeuser Notes -. - - ._ IQsosmirNnwz rogEsmrwnalvr Weyerhaeuser warrants that the sizing of its products will be in accordance wdh Weyerhaeuser productdesgm almna and published design values. Weyerhaeuser expressly disclaims any other warranhes related to the software.Ref&to current Weyerhaeuser literature for instauabm details. (vww.wMIDywyum)MGessones(Rim Board,Blacking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as detenrcml by We authonty hating junsdit on.The designer of record,builder or Trane is responsible to assure that this aknefon is compabde with the overall project Products Mandadllred at Weyerhaeuser!mites are third-party catlled to sustainable f e*y Standards.Weyerhaeuser Engineered Lumber Products have teen evaluated by ICC ES under technical repots ESR-1153 and ESR-I387 and/or tested in accordance with apdiate ASTM standards. for current code evaluation reports refer to hrtp://www.o•oodbv@Pcom/serodesis_CodeRePorts aSPft, The product aryliaUon,input design loads,dimensions and support information have been provided by Feta Software operator Forte Software Operator Job Notes 10/30/2016 3 03:25 PM —mora)SchroderForte v5.1.Design Engine:V6 5.1.1 _ngmuny Desg.o 051522-Benton-Geis Residence Ate 51812490!26 tsmroder,,Cngifn esgF.m Page 4 of 1 F O R T E . MEMBER REPORT Roof Roof Stair Edge Beam 4 PASSED 2 piece(s) 1 3/4"x 14" 2.0E Microllam® LVL Overall Length.22'1" •.. . . .. 'rig). S } Ir 4' , 4 z 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are hOrizontal.;Dr"Wing is Conceptual Design Results Actual®Location mowed sewn LOP Load:Canbinaton(Pattern) Shen:Floor Member Reaction(Ibs) 5026 @ 17 9 1/4" 9188(3.50") Passed(55%) — 1.0 D+ t.0 L(AO Spans) Member Type:Drop Beam Shear(Ibs) 1895 @ 19'1" 9310 Passed(20%) 1.00 1.0 0+1.0 L(All Spans) Budding use Residential Moment(Ft-lbs) -5695 @ 17 91/4" 24258 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Budding Code IBC 2009 Dve Load Del.(in) 0.131 @ 22'I" 0.288 Passed(24292) — 1.0 D+1.0 L(Alt Spans) Design Metnoddogy ASD Total Load Defl.On) 0.159 @ 27 1" 0.431 Passed(21/650) — 1.0 D+1.0 L(Alt Spans) •Defier-bon oaeria:LL(4360)and R(11240). •Overhang del4[4m pitta:LI(211360)and R(21R10). •sating(Lu):NI comprmslon edges(top and bottom)must be paced at 2S 1'0/c unless detailed Otherwise.Proper attachment and postponing Or lateral bracing is repuired to achieve member stability. Bearing Loads to Supports(M) SupportsTotal AvauaMe Requbr d DW LM Total Mumerb -Rid wall.SPF 3.50" 330" 1.50" 72 85/-215 157/-215 Ulocking 2 Column Cap-steel 3.50" 3.5p" 1.91" 1926 3100 5026 Blocking •SI-skins Panels are assumed to carry no loads applied direlly above them and the full load is applied to the member being designed. Trlbudry Dead Harr Live Loads Lrc.Dm(Side) WWN (aOD) , (1.00) Comment' D-Sen Weight(PLF) 0 to 21' N/A 14.3 1 Uniform(PSF) 15'E'N EBV" 11' 2i0 40.0 Residential-Bang (Front) Areas 2.11nrlorm(RSA) 20'n"t021'll" 11' Is.O 60,0 Residential-Irving (Frond Areas /� Weyerhaeuser Notes @SUSTAINABLE FORESTRY Nn'STnh Weyerhaeuser warrants that the sizing of its products will be n accordance with Weyerhaeuser pcdutt design Cntena and prdlshed daes i9n values. l wey&Meuser expressly dsdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation debts. (ww.v.wocdb .com)AccesSona(Rim Board.Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professienaal as determined by the authority having jurisdiction.The designer of record,budder w framer is responsible to Sthat this cakco ulatkn is mpadde with the overall p-oiect Products nonfat tired at Weyerhaeuser fmlm6 are third-party m cestfied Sustai alY fornty standards.Weysnaeaser Engineered wmder Products have teen evaluated by ICC ES under technical reports ESR-1153 and ESR-1362 and/or tested in accordance with apptade ASTM standards. For current code evaluation reports refer to hap://wxu.wocdbryry.comf endices/s_CodeReports.aspx. The product an:rahim.input design loads,dimensens and support information have been provided by Forte Software Operator Forte Software Operator Job Notes I0/30/2016 3 03.25 PM nmonr scrrbaa Forte v5.1.Design Engine.V6.5.1 1 Enginuib Design 051622-Benton-Geis Resioence.4te , 1516)745-0I-6 6chrocer©eriruitydesignccm Page 5 of 7 el FORTE " MEMBER REPORT Root Overhang Beam 5 PASSED 1 piece(s) 13/4" x 14" 2.0E Microllam® LVL Overall Length:22'7 1/7 'F e T dM° • Y� 1' 32 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.Drawing Is Conceptual Design Results Aerial 0 L=Mao Allowed Root LOP Load:Combination(Patton) System:Poor Member Reaction(Ibs) 1038 @ 22'5 1/2" 1969(1.50") Passed(53%) - 1.0 D+1.0 L(All Spans) member Type:Flush Beam Shear(lbs) 928 @ 21'31/2" 4655 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Brining Use Presidential Moment(Ft-lbs) 5739@11'43/4" 12129 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Deming(Ovid IBC 2009 Live Load Defl.(in) 0.375 @ 11'4 3/4" 0.738 Passed(4709) - 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Del.(in) 0.659@11'43/4" 1.106 Passed(4403) -- 1.0 D 1.0 L(All Spans) DeleCtion cmena:LL(LPAO)and TL(1/1240). Orating(LuI:MI compression ttA]x(top and bottom)must be braced at 9'115/16"o/c unless detailed otheorise.Proper-%raiment and positioning or lateral bracing is required to achieve member mai** Bearing Loads to S..pports(W s) SnPPOItS Total Mailable Required Dead Floor ed TBW Accessories 1-3W wan-SPF 550" 4.25 1, 0' 461 608 1069 1 1/4"Rim Board 2-Hanger on lT LVL beam 2.00' Hanger, 150' 453 599 1052 See note • Rpm Board is assumed to carry all loads applied directly above it,bypassing the membr being designed. •M hanger supports,the Total Bearing dimension is equal to the width of the material that is supprhng the hanger • r See Connector grid Mow for additional informadon and/or requirements. Connector:Simpson Strati p/-Tie Connectors srgppt Model Seat Length Top Naas Pace Nails Member Nail Accessories 2-Top Mount Hanger RS1.01/14 2.00" 4-10d x 1-1/2 2-IW x 1-1/1 2-I0dx 1-1/2 Tributary Deed Floe Live Loads Location(Able) WMN (d9°) (LOO). C mmeob O.self Weight IPLFI 1 1/4"to 115 1./2' N/A 7.2 1-Uniform(PS4) Ob 22'71/2" 1'9" 25.0 40.0 aalde:dal-GNn9 (Front) Areas Weyerhaeuser Notes @SUSTARUBLE FORESTRY wl,lnnvc Weyerhaeuser warranty that the Sizing ohm products wit be F accordance with Weyerhaeuser product design criteria and pob'ished dingo values. l Weyerhaeuser expressly bsdaims any other warranties related to the software.Refer to current Weyerhaeuser IRvature for lmstalabon ends. (www.wmbywy.ccm)Accessories(Rim Board,Blocking Pangs and Squash Blocks)are notdesyned by this software.Use of this software is not intended to &cement the need fora design woressic al as ettemened by the authority hating Jurisdiction.the designer of record,builder or Berner Is raPonsiSle to assure that this cakulbon Is co mWdbe with the overall protect Products manufactured at Weyerhaeuser/addles are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current Code evaluation reports refer to hBp://w.tW.wadbywy.tom/senceWs_W]eReporu.asps. The product appiadon.lnpu design loads,dimensions and supped Info nadm have been provided by Forte Software Operator Forte software Operator Joh Notes 10/30/2016303.25 PM Tlm omysmmeer Forte v5.1.Design Engine.V6.5.1.1 Erg nu4y Design 051622-Benton-Gels Resldence.4te (518)749 0176 :senrode+EJenondrecee gni Page 6017 --TORTE' MEMBER REPORT Root Roof Beam 6 PASSED 1 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Overall Sloped Length:22'11 318" 4T 5N'a`• WW l 0. n t sh-.a ��yy Bq c o 3. I fa• r�x 4' a o 4 All locations are measured from the outside face of left support(or left cantilever end).NI dimensions are honzontal.;Drawing is Conceptual Design Results Actual o Location ulnen Result Lod Load:combination(l2Mnn) System:Pool Member Reaction(lbs) 2549 @ 18'8 1/4" 4092(5.50") Passed(62%) — 1.0 D+ 1.0 L(811 Spans) Member Type:Flush Beam Shear(lbs) 1461 @ 20'1" 4655 Passed(31%) 1.00 1.0 D+1.0 L(NI Spans) Building Use Residential Moment(Ft-lbs) -5961 @ I8.81/4" 12129 Passed(49%) _1,00 1.0 D+1.0 L(Al Spans) Building Code IBC 2009 Live Load Dell.(In) 0.266 @ 22'11" 0.282 Passed(2L/382) — 1.0 D+1.0 L(Alt Spans) Design Methodology ASD Total Load Defl.(In) 0.360 @ 22'11" 0.423 Passed(2L1282) — 1.0 0+1.0 L(Alt Spans) Member Pitch 0.25/12 •Dettttim opera:LL(L/360)and R(4240). •Overhang deflection criteria:It(21/360)and R(2L/240). •Bracing(Lu):All Cgnpessln edges(tap and bottom)must be traced at 8'8]/r o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Permanent bracing at third points in the back span or a direct applied ceiling over the erbre back span length is required at the right end Cl the member.See literature dada(P01)for dminreuan. Barug Lads to Supports(oda) suPPDrrsTeal Available Required Dead Livo r Total Acewerla I Beveled nate-SPF 550" 5.50" 150' 179 380/198 559/198 Bkelting 2-Beetled%ate-Yf 554T 5.50" ].43" 1040 1509 2599 Blooding •Blocking Panels are assumed to carry no bads applied direty above them and the full dad is applied to the member being designed. Tdbudy Dead Floor Live Loads Location(sae) Width (0.90) (1.00) Comments 0-San Weight(PIM) 0 to 21'11' N/A ].2 t-Unarm(PSF) 0 to 2r 11" d• 25.0 40.0 Roof 2.Point(Ib) 2r lr N/A 482 715 Weyerhaeuser Notes �srs1AINmL FORESTRY wirIanve Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design/Rena and published design values. l' WevMlxl6e expeSydisdaims any other warranties related to the software Refer to current Weyerhaeuser literature for instaeabon details. (www.wosdbywy.cen)Accesvvks(Rim Board,Blocking Panels and Squash Blocks)are*tensioned by this software.Use of this software is not intended to circumvent the need 1«a design professional as determined by the authonty hating jurisdiNonThe designer of record,builder or framer is responsible to assure that this cakulabon is compabble with the overall project.Products manuhN"M at Weyerhaeuser Iodides are third-party certified to sustainable e t standards.weyerhaeuse Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evawauon reports refer to hdp://www.vRMbowywm/services/s_CedeReports.aspx. The product apv ra(on,input design loa dimensions and support Information have been provided by Forte Software Orator Fare Software Operator Job Notes 10/30/20163:03:25 PM Timothy Schcooer Forte v5.I. Design Engine'.V6 5.1 1 Enginuny Design 051622-Benton-Geis Residence 4/e 3181 745.0176 iemmderaenginunyoesign rood Page 7 of 7 5'%u'LSL FOX BOAST] -T-- 5,4 HANGERS ----10 —__ BUILT UP POST IN N'ALL _. ' TO SUPPORT EXISTING -- �' AND NEW BEAMS.EXISTING I m L r N�� nPGH iO Wui gel SOS GORE TJI 110 ET 11104 e TS,.BN.,wNOERG 0:61-ExeRpaCesUTSLE LVL Iz,IaLn - -- -- --X POST WITH PPM&CAP MB]56/14 HANGER —. _ - DOUBLEST DA T BEARING.TIP „IV DLR.BETWEEN FRAMING 0 SLOGKNG TYPeri --- �- - - -- g IP 8. I,PLw /% :>a 3w,. LVL ',errL-as 181 Y RANGER erg Tx=Rcsv I,I,. LUL '8114 sL RPM BOARD --NB]56/14 m,..LVL onrLYL BLOCKING AT 7 ,. 1..,... cm ROOF FRAMING PLAN !,/,7 -w •s: HO r%f