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HomeMy WebLinkAboutBLD-22-005421 (2)ONE & TWO FAMILY ON TY- BUILDLNG PERMIT i Town of Yarmouth Building De}rarttnent 146 Route 28. South Yarmouth„ %iA Q26fr4-�+92 5IiR-3QP-2Z3I ex t. Mi. Fax 508-399-0836 Massachusetts State. Building Cade, 780 C:vIR. ; Building Permil Application To Conan'ricl, Repair, Renovate Or Demolish a One- or .Two-Farndy Dwelling This Secliop. For Official Use gcly E Building Permit Number: Date Apphed• _ SECTION I., SITE INTOR"1tIAT ION _--- 1.1 Frct erty Addresti: f 1.2 Assessors flap & Parcel Numbers ?. i a is tkis an acc ptec ;.,e !?!'e no Map Nur bes 1.3 Zoning Information: ~ � _ 1.4 Property Minensians: Zoning 17iStri r Proposed Uset Ara (sq n) ngt Fro _ -- -- 1.5 Building Setbacks (ft) — Fronr Ya:J ya:ds Rear 4' zrd R.quirsd ?re,ided °q:;i: d P;avices' p,:r aired Frouidt� J L6 WaterSctp�� t.-7 Flood Zane information: / 1.8 Sewage Disposal System: P::blia Z[ Private G 7 a .. Siurside F and ?.once I Check 1_° •'-scl , "A uc itiPei 0 Or.sir: +S.spasa: System SECTION 2: PROPERTY OWNERSi& _ — - _ -_ 21 Owner' of Itecor _ Ir, S�te.21' Ni. and �tteet SE TIO 3: DESCRIPTION OF PROPOSED WORE' (check all that apply) New Cocsruction Existing Bl-ffl&" [3 i Owner -or uniee ❑ Repair-(S; 13 n r.an s7 D sulitior Acce-cory Bft4 C Number o Umit5 Oti,CT 6pe�i �: 3 `� � Z�C� B:,ef' DesWription of Proposed. Work' OihiC t�-PA TMFN ✓ Rem, 1, B u"IdLn ... F.ie4t-icy Plumbing SECTION 4: EST NLATED CONSTRUCTION COSTS Estimated Costs. Official Use Only and Materials I 5 _ L Banding Permit Fee: indicate how fee is dete,-determineJ — Sty- card Ci-l-rmin Applicanor, Fee u Total Project Cosy (Items, 6) x MulftUer x •� 3. Other Fees- S List: ]. t C.Ym..nlCa � !re I Su ressia�l ' Tot-3t All Fees: S. /� Check No. Check Amours. Casi? 5- Tntal Project Cost': w tU�Q �� i L7 Paid is F�tli Outstanding Raianrw t K, 4. iviechanical (HVAC) S fr" o SECTION5. CONSTRUCTION SERVICES �5.1 Construct on License (CSL) i G QQ `� F //Supervisor i/ t f • l — � --- �. iixtsse Nar33ar Hare of CSL iioA �+ M aI Lir, CSL Type (see belGw) NO. acdSn t -- — OCZC3-3 Type tirestric~z �RGstricted '" - ----- - �_-..— Cir/!iown, State, Z.iP R ?u of >_ �Iasor. y — RC Roo-filg C.o: 85 if, qqL9,C1 4 00t a V it=, pt on SF Solid Fuel B=nim ArDiiances e[nniit:a.*. a.2 R is ereri Harne Impruvement Contractor (HIC!, 40 r,,_ htC kegistra e[i,,u naer Expimbon '�'OU- Entail ad-dr:ss SECTION S: WORKERS' CONIPENSATION F-SURkKCE AFFMA8.1T (.NLG.L. c. 152. § 25C(o) Workers Compeasatteri lasm2ace axEdavit i L", be completed and submitted with this application. Failure to provide i utis a,S:davk will result u: the denial Of the Issuance of the building permit, i t MiFe:; Affidavi. ratrcheR d i Yes .......... 0 ....., e SECTION 7a: ©W NER AUTHORIZATIOti TO BE COMPLETED VtiWEIV GANT .'S AGENT OR CONTRACTOR APPLIES FOR RLILDE G PERNTI7 1, as Owner of the subject propety, herebty au:nw.ize —� =.0 act or: my beh&",, in Lll rttauteFs relative to work suChorized by this building Permit apm:,catiaF;. ?rirt — � SF.CTIOL 7b: OWY1'ER[ OR AUTHORIZED AGENT DECLARATION' j 3v e.se. iaW my �^r �l rv, I hereby =es: wider tie pa -s p .d penaft:es of perju:� that all of [he in:ar ration e01 ed iat this a l= tr.:e and accurate to the best of my Lnowladse and understa M.' o4� a Pr ss r -:,;rid Att'sNarnc tElect oaic Signer ?VOTES t A..1 ov uer W—IT ob&ms a building p: wit to do hivher own Mork, ar an ouT.er sv'r r3 haF� an � r;gis::red crt t?artor i {col re-TJSIered in die Horac ImprovemanE Contractor {HiC} Prop='i, will 7101 have ac;�ess to the arbsrraica prograsri or,u•raat t~ind under M.G.L. c. 142A. C3 or important information on the I]IC Programs can be fow d at j Kvv°�.rr�as5,e4� or3 Wormation on the Cotirruction Supervisor License car, be found at wvrsv. rasa. � When substan al we r'-, is planted, provide the irformation below: Total Hoot' area (sq, fL) ,inchizi:; garage- finished bas=ezuatuuc; decks or porch) Crass living urea (sq. ft.) Habitable room count i:mbar of ftreal2ces ._ Number of hedro .ss _ Number of bat»: corns Number or ha, Vbps T,,pt ofheatiug system ?dumber of decks, porches Type of coaling system Enclosed Opeo i J'. "Total Ptoyece $C 4an: Fcotage, may be ssub9_irred ieF "Totil Project Cos:' . SECTIONS: CONSTRUCTION SERVICES ' 5.1 Construction Supervisor License (CSL) of CSL Folder License Number Expiration Date Name List CSL Type (see below) No. and Street Type Description U Unrestricted (Buildings up to 35,000 cu. ft.) City/Town, State, ZIP R Restricted 18c2 Famil Dwellin M Masonry RC Roofine Coverin WS Window and Sidin SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demoiition 5.2 Registered Home Improvement Contractor (HIC) HIC Company Name or HIC Registrant Name HFC Registration Number Expiration Date No. and Street / EmaiI address t/ City/Town, State, ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT (IYI.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 .......... 0 No ........... El SECTION 7a. OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Z I, as Owner of the subject property, hereby authorize c to act on my behalf, in all matters relative to work authorized by this building permit application. C � I Print Owner's Name (Electronic Signature) TDate r 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. k'rntt Uwners or Authorized 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 arbitratiork program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at W-ww.mass. govIota Information on the Construction Supervisor License can be found at www.mass.gov/d s 2. When substautia[ worlc is planned, provide the information below: Total floor area (sq. ft.) (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 Cosy' �+ / alA2 l ...._RECEIVED. c.��. ►�� c s� �- � 1� _ Ate. 112022 Yi e-e_ IIILDINC� Ul�f'ARTiViLNl cO- LOB U1 i y�- fu S f'9 m -4w1 rY.cti ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department r 1146 Route 28, South Yarmouth, MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code, 780 CMR Building PermitApplicarion To Construct, Repair, Renovate Or Demolish a One- or TWo-Family Dwelling This Section FoT Official Use Only V E !] 8ry2022 -__I 'PARTMENJ- Building Permit Number. Date Applied: Building Official (Print Name)_ Signature MAR atc SiCTION 1: SITE, INFORMATION Ll Property Address: r, A.-Ne 1.2 Assessors Map & Parcel Numbers ;'31 Map Number � Parcel N Number li ' 60 3 rJ VF""° // l 1,1 a Is this an accepted street? yes tno 1.3 Zoning Information: S7 V, _ Zoning District g ",. Proposed Use 1.4 Property Dimensions: i - t0 _I. 3 � ....._ . f 4 . jt j Lot Area (sq ft) Frontage (ft) 1.5 Building Setbacks (ft) Front Yard Side Yards Rear Yard Required Provided ElRequired Provided Required Provided 1.6 Water Supply: (M.CrLc. 40, § 54) Public Private p 1.7 Flood Zone Information: Zone: _ Outside :Mood Zone? Check if ycsg— 1.8 Sze 2 e Disposal System: Municipal ❑ On site disposal system SECTION 2: PROPERTY OWNERSHDPr z.t j�wner' o record: Lt/ t c r— f ' Name rint} tity, state, zip �fo. an freer Telephone t1'� �e�+r�N�yCn,ti tta r p Email Mdrm SECTION 3: DESCRJPTION OF PROPOSED WORK'' (checlt all that apply) New Construction M Existing Building Q Owner -Occupied ❑ Repairs(s) ❑ 1 Alteration(s) 0 Addition ❑ Demolition JO Accessory Bidg. ❑ Number of Units Other ❑ Specify: Brief Descriptioo of Proposed Work': ` -� t c k r ,- ___'�_ SECTION 4: E,STIMATE, D CONSTRUCTION COSTS. Item Estimated Costs: (Labor and Materials) Official Ilse Only y 1. Building $ 7 U O L Building Permit Fee: $__ _ I Indicate how .fee is determined: 0 Standard City/Town Application Fee ❑ Total Project Cost (Item 6) x multiplier x ?. Other Fees: $ List: ��V�1 2. Elec0cal $ 3. Plumbing S z t{ �� 4. Mechanical (HVAC) $ �C� 5. Mechanical (Fire Suppression) $ Total All Flies: $ Check No. Check Amount: Cash Amount: 0 Paid in Full 13 Outstanding Balance Due. 6. Total Project Cost: $ SECTION 5: CONSTRUC a.I c:anstruction Supervisor License (CSL) Name of C L Holder No, and Street +?_e Ci /Town, state, Zip 1�'.clti +'t� i{ Gam. • 4� f� Telephone Email address 5.2 Registered Home Improvement Contractor (RIC) rION SERVICES Z License Number Expi� lj�c iv ee below) Dcscriptioa restricted uildin s u to 35,000 cu. ft. tricted 1&2 Family Dwelling so fing Covering dow and Sidinid Fuel Burning Applianceslationolition z- EIIC Company Name or MC Registrant Name `TIC Registration Number Expiration Date No. and Street _ C,�, � 1 L Ck Gj Ojt9 SGutt c:. Email address Cky/TOM State, ZIP Tele hone SECTION 6: WORKEt RS' COMPENSATION INSURANCE AFFIDAVIT (1-YI.G.L. c.1,52. § 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. Sigwd Affidavit Attached? Yes .......... EI^ NO SECTION 7a: OWNER AUTHORIZATION'TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PER11H'I' 1, 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) Dam SECTION 7b. OWNEW OR AUTHORIZED AGENT DECLARATIOIN 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. � z L� 2. l- Print Owner's or Authorized Agent's Name (Electronic Signature) Date NOTES: 1 • Alt Owner who Obtains a building permit to do hislher own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor OEC) Program), will nol have access to the arbitration program or guaranty fired under M.G.L. c. 142A. Other important infornration on the HIC Program can be found at www.mass.aov/oca Information on the Construction Supervisor License can be found at vrww.mass.gov/d s 2. When substantial work is planned, provide th Total floor area (sq. ft.) ` (' _t Gross living area (sq. ft,) 7 (� Number of fireplaces_ Number of bathrooms _ 7� Type of heating system A Type of coolie; system d .� (including garage, finished basement/attics, decks or parch) Habitable room count Number of bedrooms Number of halflbaths Number of decks/ porches Enclosed Open_ "Total Project Square Footage" may be substituted for "Total Project Cost" The Commonwealth OfMassachcise&s Department oflndustrialAccidents I congress street, Suite .100 Boston, MA 02.1.14-2017 www. mass.go v/dia 'i%orkers' Compensation fnsurance Affidavit: Builders/Contractors/Electricians/Pluntbers. A licant Information TO BE FILED WITH THE PERMITTING AUTHORITY, Please Print Lea9b1 Name (Business/Organization/Individual): «� Address: 1 CC City/State/Zip. �r •' 2 Phone : Z, C5 1?.3'Ro?2C Are you in employer? Cheek the appropriate box: I.0 t am a employer with emplcyt:es (foil and/or paR-time)." ype of project (required): am a sole proprietor pr partnership and have no employees working forme in 7— ®New construction F any capzcity, rNo workers' comp. insurance required.] ❑ Remodeling 3.01 am a homeowner doing all work myself. (No workers' camp. insurance required.] r 9. Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property, 1 will ensure that all contractors either have 10 B wilding addition workers' compensation insurance or are sole proprietors with no employees, 11.Electrical repairs or additions S.0 I am a general contractor and I have hired the sub -contractors listed on the attached sheet 12• Plumbing repairs or additions These sub -contractors have employees arrd have workers' comp. instuance.t 13.0 Roof repairs 6.0 We are a corporation and its Ofrx s have exercised their right or exemption per IVIGIL a 152, j 1(4), and we have no employees, [No workers' 14. Q Other comp. insurance required.] 'Any applicant thatchecks box N1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside mcontractors must submit a neaffidavit indicating such w tContractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether not those entities have employees, lfthe suss -contractors have employees, they must provide their workers' comp, policy number. I ana an employer that is providing workers' compensation i infor"712tion. rrsrtrance for my employees. Below is the policy and job site Insurance Company Policy # or Self -ins, Lic,: Expiration Date:—� C 2- 3 Job Site Address: r ✓' City/state/Gip: ,)" r! $"7u L Attach a copy of the workers' compensation policy declaration page (sitawing the policy n b er d expiration �� Failure to secure coverage as required under MGL C. 152, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. A copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. I do hereby renaer l�{te pares and penalties o 7y f i f per'u that tyre i�t ormatiorx Provided above is true and correct. Phone Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License r Issuing Authority (circle one).. 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext.-1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR - Section 105.3.1. 44. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at '' t l ti Work Address Is to be disposed of oat the following location: }Z� �� A C � k l c S T Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, § 150A. a�' r. ignature of Application Permit No. 3 Z1 Zc:-z_Z— Date Commonwealth of Massachusetts Division of PrWestional Licensure' Board of Building Regulations and Stands Y Cons�r Uj%*, !i �,isor CS-094639 E q� pires.07/01/2022 KEVIN J FAIL' .100 HOMER YARMOUTH � �• yy0 '•. sil�Flel' � �'. ��tc�ta_ � � g'�nnaa,�uaerr,�l✓�o�,�c�ui.�e�ls �� Office of Consumer Affairs & Business Regulation HOME IMPROVEMENT CONTRACTOR TYP';, Individual -' .1f/05 q2�2 KEVIN FAIR KEVIN J. FAIR is 100 HOMERSDOC�E „.__.._,V .>'• YARMOUTHPORT, MA 2675� Undersecretary r Contractor Arbitration The Home Improvement Contractor Law provides homeowners with the right to initiate an arbitration action (as an alternative to court action) if they have a dispute with a contractor. The same right is not automatically afforded to a contractor, however. The contractor would have to resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract, the contractor may submit the dispute to a private arbitration firm which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulati -the, umer shall be required to i to :su=chio=prov in Massachusetts General Laws, chapter 142A, o ers Co rac s Si ka a NOTICE: The signatures of the parties above apply only to the agreemeALefthe parties to alternative dispute resolution initiated by the contractor. The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. Homeowner's Rights A homeowner's rights under the Home improvement Contractor Law (MGL chapter 142A) and other consumer protection laws (i.e. MGL chapter 93A) may not be waived in any way, even by agreement. However, homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described, in a timely and workmanlike manner. Homeowners may be entitled to other specific legal rights if the contractor guarantees or provides an express warranty for workmanship or materials. in addition to guarantees or warranties provided by the contractor, al I goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your consumerlhomeowner rights, contact the Consumer Information Hotline (listed below). Execution of Contract The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void, deleted, or not applicable. One original signed copy of the contract with attachments is to be given to the owner and the other kept by the contractor. Any modification to the original contract must be in writing and agreed to by both parties. Contracted work may not begin until both parties have received a fully executed copy of the contract, and the three day recission period has expired. Accelerated Payments A contractor may not demand payments in advance of the dates specified on the payment schedule in cases where the homeowner deems himtherself to be financially insecure. However, in instances where a contractor deems him/herself to be financially insecure, the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures of both parties. Additional Information If you need additional information about the Home Improvement Contractor Law or other consumer rights, or if you wish to obtain a free copy of "A Massachusetts Consumer Guide to home improvement," contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 501 Boylston St, Suite 5100, Boston, MA 02116 (617) 973-8787 or 1-(888) 2833757 If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law, contact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 1000 Washington St, Room 710, Boston, MA 02118 617-973-8787, 888-283-3757 or visit the IfIC website at http://www.mass. ovg /ocabr/ Go online to view the status of a Home Improvement Contractor's Registration: http://db.state.ma.us/homeimprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business, call. Consumer Complaint Section Office of the Attorney General (617)727-8400 AND/OR Better Business Bureau (508) 652-4800, (508) 755-2548, (413) 734-3114 Daniel Eizenberg CS Lisense Conwronweafth of Massachusetts, Division of Professional Licensure Bard of Building Regulations and Standards .o it r' . ��tivil�'rY�!✓Y!'//i Office of Consumer Affairs & 2usiness Regulation HOME IMPROVEMENT CONTRACTOR TYPE; Cornaration Registratign Expiration 1774,06 05/10/2022 E.R. MANTINI CONSTRUCTION INC. ELISEU RAMOS 375 COM1PAS CIRCLE HYANNIS, MA 02601 Undersecretary Registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affalrs and Business Regulation 1000 Washington Street - Suite 710 Boston, MA 02118 1 't Not -valid without signature Sears, Tim From: Sears, Tim Sent: Monday, April 11, 2022 10:44 AM To: 'Kevin Fair' Subject: 41 Jerusha Ln Kevin, 1 have reviewed your application for the Raze & Replace, and there are some items needed. 1. Health Department sign off(under review) 2. Gas & Electric disconnect letters 3. HERS Certificate 4. Truss specs Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto-tsears@yarmouth.ma.us The caynrnonwealrh of rtilassachusutts Deoptlrrtlment of .1ndustrial.4ccidenu 1 Congress strut, strife iori Bastotz, MA 021.14- 017 www.mass.b ovldiu 01'kers' Comptnsudon Insurance Affidov€t.: Builders.Cantr4ictorsirs. Electrician$,Tlurnbe TO BE FILED WITIL TUE PERz1IRMNG AU7HORITY, dual ?Rf%23«iG:.... Art you ark employer" Check the appropriate t34X: IN , Phony- -. (5 o !.� 1 ar ; a:mpiayerrs+rt. _ �-'TP,a_,"sifull andrDrpan•time? ? iJ i a prtaarietar ar Far•. cr,hiy srri Five �a emplcyzes warkrn� ray use {r. a�?y cerae;'Y �awurf;:-s'ec,mp ikxrra-rac rnau�:s�`.t aax a l or zosvr er dasrtg a!! warn myse:f� wcriers' rsursrt or•ared.?' } I: a:n a r a _u:sTn«r rod w ! be hirsra canuMctars to con�i=al wqr[ t:t: my prCPC rJ i wi?i urR c:aa ai's ca sr ac ar; eider ca.e _t r. pt uz»sn r su a t ar re sni- IT}pe of project (requiredl: r. M' NeW Cr :5: vG°:ICI l 1 $. iiRemadals`na r i prap{•;eiars with no :r[r;,rt;yees. • ,,, t?eCMC2.i ;ep3i:5 0- add ICiGIlB art :r:a ca:';rta:M- a:. I Faye I:orod trt sub- onuactats tisted ar. C'm i 1 ? � Diu` "b:'y? -t p2ic3 or &editions ease soh cnrr a nrs yL :: cririo4�s a rd l:�, e:Yarir:s' canc i =sa rarce.: { 13 6 �. We « a czpera ;oa az_ r� a eers ns: a ce:rc s:d �rci: tig r efex. ; nan 7tr �1Cr� c l 14. L d's€anr LI%=rE:tri ::•S'�.'ffi^v.0 ,*" +' - [ 'lAay a;pj-;c Sat t:ia: a :►S .ax t"; Ses7 pis^ t'li c: the 5 �4r, d;a x r, ' Homeaer;st'swhoS:rCsit s!uss:ftca-�i:iadicaritlg t,'SCy uotto:n!ga'.? wark:x.wc:l�tthz;e Cwrdc:3•taxew,. _ • - ......_.,�;:. �, • Torr cars e%x ehe:lc �.is toe rrus, arscia:v nr. t2Wit: t;.e r �e .. s ...., _ . -. .i' -vi. irc:: a :. e:rtpi fees lx I t soh-con�:.:crs t Zv crzi xirecr she;song ar: c: rctf :anus : s .._\s; _ ~ -,.% -._. :c;e s : n sue_ ., ,•_ a srrsoiove:s, ti'acy m.,st irOvtf': �r:ir •' Mies :z:c r. ;;ol*cv r.'.mbar i urn an enrp(nytr flint is prQuia'ing workers' conlpettsariosr inSI"rahCe fpr ms' entplovees. Below is the Polk t andiab site irtfarrrntian. �/ Itasrvra;�Ce Com�+an}•'v3lne: 7 ��, .fob Site Address-�JtG j lj � � moo Pita4e!zip: ±�eNpition ``!Attacha copy qt tlae rtiori:ers{ cnrnpensatinn policy declsrrtiorr nac (showint the policy nutn antej. Fa:lirj a to see ,"e COvM9e as required tlt7d,t ti.G C. i `2. PE is 2 Cr?^i i:5# Elj?€=T.Ii^ p'.? 7asFt3iiC by 2 ne tip to S r?€)(),Q� tdi r ort c-}'ear i rprisorune t.. as we€l as civil penaldes in the fora of a STfJ? VQ ; QRD} R anc a one cf :r: to 57=i?.Q4 a da,, ? gins: tile tiiVla�- .� _ ; =this sta:z.meni Mi3y for4ardWL C� :l 2 Q?Taiz GF� aG'ejit $Liyr�C L1 wife ; �, ?• r inSu2Mt:Gt' — covuaee verfica:ioz. „ /J I rl,'r Irere6y rertif ulI itG,r T ri el"Mies caf perjury' Mal the h ornratiah Prok'idert afore is true and corrMrct. i�csne �. 06,7 i,•tl Ilse OnN, Do rrt write in this are2, to be Completed by u:y 9r tc>rys 1t t�f tcini City Dr Town! Ftrmkil-icense f Essnttt0 Autfaority (circle one): I. Board Of Health 2, Building Department 3. C'irv,Town Clerk 4. Electrical Inspector �. Piunabin� Inspector6, Other f Contact Person: - phone R -A2 Cl�i�29-4 5(*- aft -07es' -C.-. RECEIVED OR.1-1-2022 SUILDIN i IYE AF TNlLiVT By: - boy) 1S C LOVU1iYL� � Sf'CJ!/1 �1r�J� TOWN OF YARMOUTH o SUTLDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508393-2231 ext 1261 Fax 508-39"836 BUILDR G DEPARTN ENT DEMOLITION DEBRIS DI POSAL AFFIDAVIT Pursuant to 1r+i.G.L. Chi pt-r 40, Section 54 and 780 CML R, Chapter 1, Section 111.5. i hereby certify that the debris resulting from the proposed workfdemolition to be conducted at J r U 5ha L ewe, kh. OuA - nm Work Address 0 Is to be disposed of at the fallowing location: -tiy- ,5_ NSD4?Sr Said disposal site s ! be a licensed solid waste facility as defined by M.G.L. Chapter I 50A, p� ig ture of Application Date Permit No. From: Daniel A. Ojala, PE PI_S Sent: Thursday, June 23, 2022 4:47 PM To: Murphy, Bruce; Grylls, Mark Cc: Priscilla Leclerc; Craig Ferrari; Heatherlee Vermette Subject: #41 Jerusha Lane, West Yarmouth- McNeill Residence Raze and Replace Attachments: 21-298 building plans 6-23-22.pdf, 21-298 McNeill T5 Site Plan 6-22-22.pdf Mark, Bruce: Attached please find slightly revised plans for #41 Jerusha Lane in West Yarmouth. (paper plans being delivered tomorrow). The house is in substantially the exact same location on the face of the earth (same distance to abutter to west as before), but the lot lines shifted West approximately five feet, as we had a survey discrepancy on the plan that went to ZBA. (the survey discrepancy was caused by a variable width roadway East of locus which is approximately 45' wide, not 40' wide, a bound had checked out 40', but the road was actually wider). The corrected lot line locations mean that the existing and proposed homes both fully meet yard setbacks, so the Special Permit is null and void, and the construction can proceed "as -of -right", per the Yarmouth bylaws. We modified the house by removing the staircase on the West and replacing it with a bulkhead on the SouthWest corner of the house, so the house now fits within the normal yard setbacks. To make it fully conform, we also slightly adjusted the alignment of the garage, requiring a small bumpout on the garage to have room for the stairs up to the cold storage above the garage. This 6' wide section of the garage was stick built, so the pre-engineered trusses on either side of this six foot wide area are unchanged. Please note the McNeill's would like one of the three bedrooms to be in the basement, so that is roughed in as "future" on the house plans. An egress window will be provided for the future bedroom, the plans and septic design are both for three bedrooms. Really appreciate your assistance with this situation. Please contact me with any questions. Daniel A. Ojala PE, PLS down cane eneineerine. inc. 939 Main St. Yarmouthport, MA 1-508-362-4541 x106 1-508-362-9880 fax downcape@downcape.com This Electronic Message contains information from the engineering firm of down cape engineerinq;_inc.., which may be privileged. The information is intended to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. To he completed by Applicant. - Building Site Location: Proposed Improvement: Applicant: Address: 3 7J'r TOWN OF YARMOUTH HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET fLo rc %r C7 **Jfyou would like e--mail notification ofsign off; please provide e--; Owner Name: ! )/���`?P� �C/ 16'- /! address: Tel. No.:JP62��`Q %6,j /T Date Filed: / r Owner Address:'! `- �'�Iffl', '6'&A �_ _ Owner Tel. No.: . ............................................-........................................................... . RESIDENTIAL AND/QR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (L) Site Plan showing existing buildings, water line location, and septic system location; "Eclwgi) (2.) Floor plan labeling ALL rooms within building AAA I j ZOZZ (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; �A�.7`N�T (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: y-,Z i- z PLEASE NOTE COMMENTS/CONDITIONS. TOWN OF YARMOUTH HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: Proposed Improvement: Applicant: Address-3 **Ifyou would like e-mail notification ofsign off, please Owner Name: Owner Address: 11 Tel. No.:, -D 78'.6- Date Filed: Uf Owner Tel_ No RESIDENTIAL AND/OR COMMERCIAL BUILDING 9.1- �a HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building RECEIVED (all existing and proposed) — APR I '1 2022 Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer HEALTH DEPT with fee. REVIEWED BY: DATE: PLEASE NOTE COMMENTS/CONDITIONS: LAW OFFICES OF MAR 15 2022 PAUL R. TARDIF, ESQ., P.C. L�BUI M-1 - UEF�gF2Tf111EN7 490 MAIN STREET�� YARMOUTH PORT, MA 02675 (508) 362-7799 (508) 362-7199 fax Paul K. T'ardif, Esq. Siacey A. Curley, Esq, utardifQtardiflaw.coin wwxv.tardiflaw.com scudevOtardiflaw.com REFER TO FILE NO March 14, 2022 Celina Villa Yarmouth Zoning Board of Appeals 1146 Route 28 South Yarmouth, MA 02664 RE: Zoning Appeal — 41 Jerusha Lane, West Yarmouth Wayne E. McNeill and Doreen M. McNeill - Petition #4935 Dear Ms. Villa: Enclosed please find a copy of the Board of Appeals Decision, which was recorded, for the above referenced matter on March 9, 2022 in the Barnstable County Registry of Deeds in Book 34961, Page 132. Please note that a copy of the recorded Decision has been forwarded to for their records. 1 thank you for your assistance in this matter. cc: Wayne E. McNeill and Doreen M. McNeill Mark Grylls, Building Department Bk 34961 Pg132 #12469 03-09-2022. @ 10:53a FILED IVITH TOWN CLERK: PETITION NO: HEARING DATE: PETITIONER: TOWN OF YARMOUTH BOARD OF APPEALS . DECISION February 11, 2022 4935 February 10,2022 Wayne E. McNeill & Doreen M. McNeill PROPERTY: 41 Jerusha Lane, West Yarmouth, MA Map 31, Parcel 207 Zoning District: R-25 Title: Book 13487, Page 301 MEMBERS PRESENT AND VOTING: Chairman Steven DeYoung, Sean Igoe, Richard Martin, and Jay Fraprie Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hearing and publishing in The Cape Cock Times, the hearing opened and held on the date stated above. The Petitioner is seeking a Special Pen -nit to allow for the razing and replacing of single family structure. The Property is a corner lot located in the R-25 Zoning District and contains 16,133 square feet of area, with 260 feet of frontage on Jetusha Lane, which is located on two sides of this property, creating a corner lot. The existing house, containing one story, three bedrooms, and constructed in approximately 1968, complies with both front yard setbacks, one side setback, and sits 9.7 feet from the westerly side setback, where 15 feet is required. The lot coverage is 9.4%, and the current height of the structure is approximately 19 feet. The living space totals 1,465 square feet and there is a full basement on the westerly portion of the house. The Applicant proposes to raze the existing structure, and replace it with a new, one-story 2 bedroom home, with a two car garage. The structure will continue to comply with both front yard setbacks, one side setback, and will improve the westerly side setback by moving the house from its present 9.7 feet to the boundary to 10 feet. The height will increase slightly to 22 feet, but well under the required 35 foot rnamniurn. A full basement and a new Title 5 Septic System will be constructed and neither will be sitting in the water table. The existing driveway will be removed, loamed and seeded. Lot coverage will increase to 16.1 %. Living space will increase to approximately 1,785 square feet, an increase of living space of 320 square feet, but reducing the number of bedrooms. C,T R l.I��J-%TIUT 1 TOWN CLEF', MAR - 4 2022 Bk 34961 Pg133 #12469 Several abutters appeared in opposition to the project, alleging that the construction of a new home with a full basement would cause additional water infiltration into their basements, in a neighborhood With a high water table. A 2003 study of this neighborhood, and others in the Town of Yarmouth, was proffered as evidence that this could occur, and that this Board should hold this Petitioner to standards, such as refusing to approve a frill basement, that have not been adopted into the Zoning Bylaw at a legally assembled Town Meeting. Although sympathetic to the water issues plaguing this neighborhood and others in Yarmouth, the Board is not empowered to enact new standards into the Bylaw at this time. The Board was also of the opinion that there was no evidence to support a claim that there is a connection between increased water infi ltration from abutting properties, rather than the high water table noted in the 2003 study. The Board was in unanimous agreement that the proposed location of the new structure was an improvement to the one pre-existing non -conforming side setback encroachnent, and that the house plans were carefully designed to protect the privacy of the Applicant and their abutter. They also agreed that the design of the house will be in keeping with this neighborhood, and that the location of the water concerns, with ►vlucli the Petitioner must also face, had been taken into consideration. The Board found that the raze and replacement of the structure would not be substantially more detrimental to the neighborhood, zoning district, or Town, than the existing non -conforming structure, and would not create any undue nuisance, hazard or congestion. Accordingly, a motion was made by Mr. Martin, seconded by Mr. Fraprie, to grant the Special Permit, as requested, without conditions. A roll call vote was taken with the following results: - Chairman DeYoung: AYE - Mr. Igoe: AYE - Mr. Fraprie: AYE - Mr. Martin: AYE Therefore, the Special Penin.it was granted. No permit shall issue until 20 days from the filling of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after tiling of this notice/decision with the Town Cleric. Unless otherwise provided herein, the Special Pen -nit shall lapse if a substantial use thereof has not begun within '24 months. (See bylaw § 103.2.5, MGL c40A §9) Steven DeYoung, Chairman A -TRUE CQIPY ATTEST: /TOWN CLERK MAR - 4 2022 Bk 34961 Pg134 #12469 CERTIFICATION OF TOWN CLERK I, Mary A. Maslowski, Town Clerk, Town of Yarmouth, do hereby ceitify that 20 days have elapsed since the filing with me of the above Board of Appeals Decision #4935 that no notice of appeal of said decision has been filed with me, or, if such appeal has been filed it has been dismissed or denied. All appeals have been exhausted. Mary A. Maslowski TRUE COPY ATTEST- 3CM / TOWN CLrRK MAR - i M2 Bk 34961 Pg135 #12469 COMMONWEALTH OF MASSACHUSETTS TOWN OF YARMOUTH Y r,` BOARD OF APPEALS Petition #: 4935 Date: March 4, 2022 Certificate of Granting of a Special Permit (General Laws Chapter 40A, Section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit has been granted to: Wayne E. McNeill & Doreen M. McNeill 41 Jerusha Lane West Yarmouth, MA 02673 Affecting the rights of the owner with respect to land or buildings at: 41 Jerusha Lane, West Yarmouth, MA; Map #: 31; Parcel #: 207; Zoning District: R-25; Book/Page: 13487/301; and the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and copies of said decision, and of all plans referred to in the decision, have been filed. The Board of Appeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A, Section 11 (last paragraph) and Section 13, provides that no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the Registry of Deeds for the county and district in wluch the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. Steven S. DeYoung, Chairman A TRUE COPY ATTEST • ��rr f f0W__N CLl~RK JBARNSOHN TABMLIMNTY RE a�l [Y OF DEEC MV/• T%Mn a OPl.nO PTv MDXITrhTTv F 508*-771-0663 CERTIFICATE CLEiF}iddl E �C ii a OF LIAMUTY �CE w.. Q�i.� W Ttf#S PRESEMTAT�. � � 7 Al erg aq Pq LCM 31MyOm mr �i,+F i.A6�i OR q�,� yam. � •nir 'j''� `�'��, iw rms if to !! SUSP0GA-n4N S 14F is ail rft*w ,tea Too?xe,z VI this cerl doIrr�r C �pr#Idr . Schit �cd Schfege k* aww 34 marn S!r"t W=t YarmcUtill MA Can P Eft MMT'x,- cowsrpucnoN INC WANNM 'u id:AtEV ate., ``�"yi�� , � V :tk w� c ? �¢ ♦�.� 'y •T'�'@° .S 11btlY ��., . .. �'. -,rZAN rEICIYiti"C #6AY rR34 7Y� xa uWOOTS Ann C :6'- .+ ii • w t' . w .� Al4 OF CIA swum s.Api a lvw RcfAws ' j R wayx�ya�.p�µy �pryy �twyB��®�,.i .i, w•'^aV•'.writertwlNhy�:wu.,..._..,.w.,...,ra+,..,.��..�wwsnaaar-w..t.. u..rem..:i.cwr.,.�..__n...v}� ur s► E tea. AO*WMJi�lbMswYes OMt' t,% KAVE C-t CC' loot C R DtolT sly P- ld�t�Y..{iilll'iM IS�:F'WR x 36At�� WEST Y4RUCO7k! MA OW73 Sears, Tim From: Kevin Fair <kevinfair@comcast.net> Sent: Thursday, April 14, 2022 5A4 AM To: Sears, Tim Subject: RE: 41 Jerusha Ln Hi Tim I am officially opting out of this permit application. Please remove my name from it. Thank You, Kevin Fair Sent from Mail for Windows From: Sears, Tim Sent: Monday, April 11, 2022 10:44 AM To: 'Kevin Fair' Subject: 41 Jerusha Ln Kevin, I have reviewed your application for the Raze & Replace, and there are some items needed. Health Department sign off(under review) Gas & Electric disconnect letters 3. HERS Certificate Truss specs Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in goad faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@varmouth.ma.us I nationalgrid May 10, 2022 E.R. Mantini Construction Eli Ramos 375 Compass Circle Hyannis, MA 02601 TO WHOM IT MAY CONCERN: RE 41 Jerusha Ave, West Yarmouth, MA This email is to confirm that there is no live gas at this property, i can be reached directly at 508-760-7439 should there be any further questions. Sincerely, Ellen Whelan Customer Connections, NE National, Grid 127 Whites Path S. Yarmouth, MA 02664 M 508-760-7439 Job Type Oty Pl 41 JerushaAve MsTruss Q15413 Monopitch Supported Gable 1 1 Job Reference (optional) owrn n uaa t u ipeny, rric., IiO ih ningsi-1. Ri 02852 RECEIVE® APR 212022 BUILDING DEPARTME T 6y: _� 0-7-:81— 1 Run: 8.42 S Dec 30 2020 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:46:09 Page: 1 ID: WP42cY952R1wRheMdpjazlymxYS-yt?VeS Flj?ghSX5oGTKK2bmWTlyjc6NmXAbYHtzRQry 0-10 8 15-0-0 14-1-0 14-1-0 0-10-8 0-11-0 4x6 3x6 46 Scale= 1:50.5 14-1-0 Plate Offsets (X, Y): [10:Edge,0-3-8), [12:0-3-0,0-0-123 m Loading TCLL (roof) Snow (Pf) TCDL BCLL BCDL (psf) 30.0 35.0 15.0 0.0" 10.0 Spacing 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015fTP12014 CSI TC BC WB Matrix-MSH 0.67 0.32 0.18 DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Ildefl L/d n/a n/a 999 n/a n/a 999 0.00 12 nfa n/a PLATES GRIP MT20 197f144 Weight: 82 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at mid t 10-12, 9-13 WEDGE Leh; 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 14-1-0. installed during truss erection, in accordance with Stabilizer (Ib)- Max Horiz 2=452 (LC 11), 19=452 (LC 11) Installation guide. Max Uplift All uplift 100 (lb) or less at joint(s) 13, 14, 16, 16, 17 except 2=104 (LC 10), 12=-132 (LC 11), 18=-164 (LC 14), 19=104 (LC 10) Max Grav Ali reactions 250 (lb) or less at joint(s) 13, 14. 15, 16, 17 except 2=328 (LC 23), 12=270 (LC 20), 18=289 (LC 22). 19=328 (LC 23) FORCES (lb) - Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=648/627, 3-4=5527541, 4-5�4891490, "=-4181432, 6-7=347/373, 7-8=285/296, 8-9=273f326, 10-12=-2561148 BOTCHORD 2-18=-3581375 WEBS 9-13=-2681181 NOTES 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp B; Enclosed; MWFRS (envelope) exteriorzone and C-C Comer (3)-0-10-8 to 2-1-0, Exterior (2) 2-1-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 3) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.1 5); Pf=35.0 psf (flat roof snow; Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other lire loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0640 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 14, 15, 16, 17 except at --lb) 2=104, 12=131, 18=163, 2=104, 11) This truss is designed in accordance with the 2015 International Residential Code sections R502,11 A and R802.10.2 and referenced standard ANSIITPI 1. LOAD CASE(S) Standard Job Truss Q15413 TSGE2 Stark Truss Company, lrc., North Kingstown, RI 02 552 14) Attic room checked for U360 deflection. LOAD CASE(S) Standard Truss Type at( Ply 41 Jerusha Ave Attic Structural Gable 1 t Job Reference (optional) Run. 8.42 S Dec 30 2020 Print: 8,530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:46:16 Page: 2 ID:TH7NUIN W?N076gx8kmx6o8ymxQQ-FEw86sL849iioc88ARyzg4Zoj7l9lDroBlnP1 zzRQrr Job Q15413 Truss TSGE2 Stark Truss Company, Inc., North Kingstown, RI 02852 0-7-� 1 Truss Type I Qty Ply 41 Jerusha Ave Attic Structural Gable 1 1 Job Reference (optional) Run: 8.42 5 Dec 3D 2020 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 55:46:16 Page: 1 071-17NIJINWY NQ?69x8kmn608ymxQQ-FEw86sL84aioc88ARyzg4Zoj7lglDro$InP1zzRQrr 12-11-10 11-1-2 16-3-0 19 6-6 21-0 10 28-3-0 5-2-4 1-10-8 3-3 6 3-3-6 1-10 4 6-10-6 [ 10-0-0 5x5 11 5x6 1.5x4 -- -- 5x5 1— — —1v 4x10 11-1-2 16-0-0 21-4-10 28-3-0 Scale = t59.5 11-1-2 1 4-10-14 5-4-10 6-10-6 Plate Offsets (X, Y): [2:0-6-0,0-0-5], [10:0-2-11,0-2-0], [12:0-2-11,0-2-0], [14:Edge,0-1-12], [16:0-24,0-2-0], j18:0-2-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1,15 TC 0.3$ Vert(LL) -0.25 18-19 >999 360 MT20 2441190 Snow (PI) 35.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.41 18-19 >749 240 TCDL 15,0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 15 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MSH Attic -0.16 16-18 >753 360 BCDL 10.0 Weight: 245 lb FT = 20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 2,0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 SP 2400F 2.0E "Except' B2:2x8 SP 2400F 2.0E except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SPF No.2 6-0-0 oc bracing: 15-16. REACTIONS All bearings 2-11-8. except 15=0-5-8 JOINTS 1 Brace at Jt(s): 23, 25 (Ib) - Max Horiz 2=370 (LC 13), 27=370 (LC 13) This truss requires both edges of the bottom chord be sheathed in Max Uplift All uplift 100 (lb) or less at joint(s) 15 except 2=188 (LC 10), the room area. 22=352 (LC 14), 27=188 (LC 10) MiTek recommends that Stabilizers and required cross bracing be Max Grav All reactions 250 (lb) or less at joints) except 2=880 (LC 24), installed during truss erection, in accordance with Stabilizer 15=1911 (LC 24). 22=1644 (LC 23), 27=880 (LC 24) 1 Installation guide. FORCES (Ib) - Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1970/114, 3-4=2185/119, 4-5=21361138, 5-6=2000/122, 6-7=-20221182, 7-8=-1989/192, 8-9=-1556/179, 9-10=-14771184, 10-30-337/6, 11-31=-391150, 12-31=-425131, 12-13=15861180, 13-32=-1836/109, 14-32-1942182, 14-15-1940/109 BOT CHORD 2-22=-115/1691, 21-22=-11511691. 20-21=115/1591. 19-20-1 151169 1, 18-19-115/1691, 17-18=2511573, 16-17=-2511573 WEBS 18-24-306/179, 8-18-53l718, 13-16=-194/314, 10-23=1479/231, 12-23-1479/231. 14-16=011708. 3-22=7851219 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2)-0-10-8 to 2-3-0, Interior (1) 2-3-0 to 16-3-0, Exterior (2) 16-3-0 to 19-3-0. Interior (1) 19-3-0 to 28-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; C1=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 pst bottom chord live load nonconcurent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tail by 2-00-00 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (10.0 psf) on member(s). B-10, 12-13, 10-23, 12-23 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5,0 psf) applied only to room. 16-18 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt4b) 2=187, 22=351, 2=187. 13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. canh— - papa 2 Job Truss Truss Type Oty Ply 41 Jerusha Ave Q15413 1. TSGE1 Attic Structural Gable 1 1 Job Reference (optional) Stank Truss company, Inc., Nonn Kingstown, KI 92852 Run: 8.42 S Dec 30 2020 Print: 8.530 S Jan 25 2022 MiTek Industnes, Inc. Tue Apr 12 15:46:15 Page: 1 I D:SnHdizv2BOVXxhSfy4lzlwymxR1-n1 MmvWKWJrarBSZyckRkHsOeCj_B01Lev52sVXzR4rs 12-11-10 5-10-14 11-1-2 1. 16-LO 19 6-0 214-1( 5-10-14 5-2-4 f-10 B 3-3-6 3-3-6 1-10-4 [ 1 D-0-0 I ] 5x5 12 -- — "AV —. -- -- — 3x4 3x4 1.5x4 5x6 1.5x4 4x10 11-1-2 16 0-0 21�-10 28-3 0 Scale= 1:60.4 11-1-2 4-10 14 5 4 10 6-10-6 Plate Offsets (X, Y): (10:0-2-11,0-2-0], [14:0-2-11,0-2-01, [19: Edge,0-1 -12], [23:0-3-0,0-2-0], [25:0-1-8,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.07 23-25 >999 360 MT20 2441190 Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.12 23-25 >999 240 TCDL 15.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 20 n1a nla SCLL 0.0' Code IRC2015rrPI2014 Matrix-MSH Attic -0.05 23-25 >999 360 BCDL 10.0 Weight: 264 lb FT = 20% LUMBER BRACING TOP CHORD 2x6 SIP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SIP 240OF 2.0E "Except" B2:2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 JOINTS 1 Brace at Jt(s): 30, 33, 37, 38 REACTIONS All bearings 16-8-8. except 20=0-5-8 This truss requires both edges of the bottom chord be sheathed in (lb) - Max Horiz 2=370 (LC 13), 39=370 (LC 13) the room area. Max Uplift All uplift 100 (lb) or less atjoint(s) 2. 28, 39 except 20=-131 (LC MiTek recommends that Stabilizers and required cross bracing be 15), 25=166 (LC 11), 26=-189 (LC 21), 29=116 (LC 14) installed during truss erection, in accordance with Stabilizer Max Grav All reactions 250 (lb) or less at joint(s) 26, 29 except 2=1049 Installation guide. (LC 24), 20=1741 (LC 24). 25=699 (LC 33), 27=365 (LC 24), 28=408 (LC 1). 39=1049 (LC 24) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=15031121, 3-4=-1444/157, 4-5=1555/198, 5-6=16441218, 6-7=17611296, 7-8=16581308, 8-9=14091244, 9-10=-13301249, 10-42=-189/24, 11-42=-455/33, 11-12=356/56, 12-13=354182, 13-43=-451/57, 14-43=485147, 14-15=13581217, 15-16=1473/177, 16-17= 1601/158. 1744=1490192, 18-44=1537/88. 18-19=1575/47, 19-20=1563177 BOT.CHORD 2-29=-7011041, 28-29=6911041, 27-28=-6911041, 26-27=6911041, 25-26=-6911041, 24-25=35/1158, 23-24=33/1163 WEBS 33-34=61264, 25-32=-81250, 8-25=2461443, 15-23=1521309, 10-31=11541305, 3U-31=11511304, 30-35=-11511304, 14-35=11531305, 23-36=011256, 36-37=011223, 37-38=011211, 19-38=011247. 6-33=421/120. 26-33=3841124, 4-28=382167, 17-37=-281I94, 22-37=312194 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6,Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2)-0-10-8 to 2-3-0, Interior (1) 2-3-0 to 16-3-0, Exterior (2) 16-3-0 to 19-3-0, Interior (1) 19-3-0 to 28-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TP1 1. 4) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf---35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1,10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads, 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (10.0 psf) on member(s). 8-10. 14-15, 10-31, 30-31, 30-35, 14-35 conln�e o„ wv� z Job Truss Truss Type Gty Ply 41 Jerusha Ave Q15413 T4 Attic 3 1 Job Reference (optional) Stark Truss Company, Ina, North Kingstown, RI 02852 Run8.42 S Dec 30 2020 Pint: 8.530 S Jan 252022 MiTek Industries, Inc. Tue Apr 12 15'A6:14 Page: 1 I D JH Qt7d R aN Pb3lhz9AOYgOy mxRe4E?Uq l G n E K7x9PZVJOG C RxDiwJfYrN LSnZI RezRQru -0-10-8 544 9-104 12-11-10 15 11-0 17-D 6 2D 1-12 24 8 9 30-0-0 0 10 8 5-4-4 4 6 0 3-1-6 2-0-6 2-0-6 31 6 4-6 13 5-3 7 10-0-0 5x5 7 4x10 m P 0-7-T 1 3x8 4x10 4x6 46 5x5 46 4x10 4x8 9-10-4 16 0 0 20 1-12 30-0-0 Scale = 1:57.4 9 10� 6 1-12 4-1-12 9-10-4 Plate Offsets K Y):[2:0-8-0,0-1-11,[6:0-2-11,0-2-0],[7:0-2-8,0-1-8],[8:0-2-11,0-2-0],[12:0-8-0,0-1-5),[13:0-24,0-2-0],[15:0-2-4,0-2-01 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Lld TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.29 13-22 >999 360 $now (Pf) 35.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.42 13-22 >851 240 TCDL 15.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 12 nla nla BCLL 0.0* Code IRC2015frPI2014 Matrix-MSH Attic -0.19 13-15 >647 360 BCDL 10.0 PLATES GRIP MT20 244l190 Weight: 222 lb FT = 20% 12 0-5-= LUMBER BRACING TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc pudins. BOT CHORD 2x6 SP 2400F 2.0E *Except' B2:2xB SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt(s): 16 REACTIONS (lb/size) 2=194010-5-8, (min. 0-1-11), 12=185010-3-8, (min. 0-1-10) This truss requires both edges of the bottom chord be sheathed in Max Horiz 2=298 (LC 11) the room area. Max Uplift 2=199 (LC 14), 12=176 (LC 15) MiTek recommends that Stabilizers and required cross bracing be Max Grav 2=2042 (LC 23), 12=1961 (LC 24) installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-30161255, 3-23=28481282, 3-4=-2615l250, 4-5=-18931274, 5-6=17641282, 6-7=871617, 7-8=-88/618, 8-9-17641281, 9-10=-18921273, 10-11=-26141249, 11-24=-28631293, 12-24=30291276 BOT CHORD 2-15=-33612690, 14-15=7012004, 13-14=7012004, 12-13=15912492 WEBS 10-13=6/924, 4-15=-51930, 6-16=2679/391, 8-16=2679/391, 11-13=-872/340, 3-15=861/334 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2)-0-10-8 to 2-1-8, Interior (1) 2-1-8 to 15-0-0, Exterior (2) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 30-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category 11; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-6, 8-10, 6-16. 8-16 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2 and 176 lb uplift at joint 12, 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. 11) Attic room checked for U360 deflection. LOAD CASE(S) Standard Job Truss Type City Ply 41 Jerusha Ave 7Tr2VsS Q15413 Attic 7 Job Reference (optional) Stark Truss Company, Inc.. North Kingstown, RI 02852 Run: 8.42 S Dec 30 2020 Print: 8.53D S Jan 252022 MiTek Industries, Inc. Tue Apr 12 1546:12 Page: 1 iD:_Ct?IGwEG VIOjEm4iZozxrymxSl-NShdHUHdOwCGK?gNxbtl gEO4M WtnpLACD7pCuCzROry -0-10-8 12-11-10 5-10-14 11-1-2 16-3-0 19 6 6 21�-10 29-3-0 5-10.14 5 2 4 1-10-8 3 3 6 3-3-6 1-10-4 6-10-6 [ 104)-0 _ [ ] 5x5 o-7-78: 1 5x6 5x6 5x6 5x6 5x6 4x16 3x4 6x6 400 11-1-2 16-0.0 21-4-10 28-3-0 Scale= 1:57.8 11-1-2 4-10-14 5-4-10 6 10 6 Plate Offsets (X, Y): [2:0-0-3,0-0-10], [6:0-2-11,0-2-0], [8:0-2-11.D-2-0], [10:0-2-4,0-1-12], [12:04-12,0-1-12]. [14:0-2-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Ildefl Lld PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.39 14-18 >860 360 MT20 2441190 Snow (Pf) 35.0 Lumber ❑OL 1.15 BC 0,68 Vert(CT) -0.69 14-18 >492 240 TCDL 15.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 11 n1a n1a BCLL 0.0' Code IRC20151TP12014 Matrix-MSH Attic -0.26 12-14 >479 360 BCDL 10.0 Weight: 225 lb FT = 20% LUMBER BRACING TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, BOT CHORD 2x6 SP 240OF 2.0E "Except' B2:2x8 SP 240OF 2.0E except end verticals, WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Iblsize) 2=190510-5-e, (min, 0-1-10), 11=186310-5-8, (min. 0-1-10) JOINTS 1 Brace at Jt(s): 15 Max Horiz 2=370 (LC 13) This truss requires both edges of the bottom chord be sheathed in Max Uplift 2=148 (LC 14), 11=63 (LC 15) the room area. Max Grav 2=1982 (LC 23), 11=1996 (LC 24) MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOPCHORD 2-19=-28031151, 3-19=26151179, 3-4=-23251141, 4-5=-16471184, 5-0=15681189, 6-20=-284110, 7-21= 394149, 8-21=428130, 8-9-17971210, 9-22=19791157, 10-22=-21791128, 10-11=-21551122 BOT CHORD 2-14=-27412547, 13-14=3611786, 12-13=3611786 WEBS 3-14=-942/341, 4-14=01781. 9-12=1791343, 6-15=16461241, 8-15=16461241, 10.12=-43/1967 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111 mph; TCDL=6.opsf; BCDL=6Apsf; h=25f ; Cat. ll; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2)-0-10-8 to 2-1-8, Interior (1) 2-1-8 to 16-3-0, Exterior (2) 16-3-0 to 19-3-0, Interior (1) 19-3-0 to 28-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf-35,0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (10.0 psf) on member(s). 4-6, 8-9. 6-15, 8-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5,0 psf) applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 2 and 63 lb uplift at joint 11. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 11) Attic room checked for L1360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 41JerushaAve Q15413 T1 Attic 11 1 Job Reference I Stark Truss Company, Inc., North Kingstown, RI 5-1-15 Run: 8.42 S Dec 30 2020 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:46:10 Page: 1 ID:7LFTM5oriQ7?hBJFObeiolymxV2-R4ZtsoGNUJyY4hg?pArZbpJomiB4LW vmgKSgJzRC)rx 16-1-1? 26-10-8 4-8-5 11-2-81 1-11-4 1 1-11-4 6-0-0 5x5 26-0-0 5-1-15 13 5x8 5x6 5x5 5x5 10-0-0 16-0-0 26-0-0 Scale = 1 52.6 10-0-0 6-0-0 10 0 0 Plate Offsets (X, Y): [2:0-0-e,Edge], [6:0-2-11,0-2-0], [8:0-2-11,0-2-0], [12:0-0-s,Edge], (14:0-2-12,Edge]. [15:0-2-12.Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.19 15-19 a999 360 MT20 244/190 Snow (P) 35.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.33 15-19 >951 240 TCDL 15.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.07 12 nla n1a BCLL D.0' Code IRC2015/TPI2014 Matrix-MSH Attic -0,13 14-15 >558 360 BCDL 10.0 Weight: 147 lb FT = 20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SPF No.2 'Except' B2:2x6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt s : 16 REACTIONS (lb/size) 2=174010-3-8, (min. 0-2-12), 12=1740/0-3-8, (min. 0-2-12) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 2=265 (LC 12) installed during truss erection, in accordance with Stabilizer Max Uplift 2=146 (LC 14), 12=146 (LC 15) Installation guide, FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-24761173, 3-23=-23231201, 3-4=-20951154, 4-5=-19491169, 5-6=15711203, 8-9=1571/204, 9-10=1949/169, 10-11=-20951154, 11-24=23231202, 12-24=2477/174 BOT CHORD 2-15=239/2153, 14-15=011712, 12-14=-6211956 WEBS 9-14=381665, 5-15=37/664, 6-16=17211249, 8-16=17211249, 11-14=-5701298, 3-15=5701296 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) exteriorzone and C-C Exterior (2)-0-10-8 to 2-1-8, Interior (1) 2-1-8 to 13-0-0, Exterior (2) 13-0-D to 16-1-12, Interior (1) 16-1-12 to 26-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2,00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-OD-00 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (10.0 psf) on member(s). 5-6, 8-9, 6-15, 8-16 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 2 and 146 lb uplift at joint 12. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. 11) Attic room checked for U360 deflection. LOAD CASES) Standard Job Truss Truss Type Qty Ply 41 Jerusha Ave Q15413 M3 Monopitch 3 7 Jab Reference (optional) Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8.42 S Dec 30 2020 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:4&09 Page: 1 t D, ZxrbwcJ BXxrs2wHJJ%5TA7y mxZY-yt?VeS F Ij?qh SXSoGT K K2bmZ_IxYc_2mXAbY HtzRQ ry -0-10-8 6-0-14 12-5-0 15-0-0 6-0-14 6-4-2 2-7-0 0-10-8 0 0-7-= 1 1.5x4 5x5 3x4 Scale = 149.2 6-0-14 12-5-0 6-0-14 6-4-2 Plate Offsets (X, Y): [3:0-1-12,0-1-8], [5:Edge,0-3-8], [7:0-2-8,0-2-4] Loading (psf) Spacing 2-0-0 CSI TCLL (roof) 30.0 Plate Grip DOL 1.15 TC Snow (Pf) 35.0 Lumber DOL 1.15 BC TCDL 15.0 Rep Stress Incr YES WB BCLL 0.0" Code IRC2015frPI2014 Matrix-MSH BCDL 10.0 LUMBER TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 DEFL in (loc) 1/deff L/d PLATES GRIP 0.51 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 0.33 Vert(CT) -0.08 7-8 >999 240 0.68 1 Horz(CT) 0.01 7 nla n!a BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 2=797/0-5-8, (min. 0-1-8), 7=1036/0-3-8, (min. 0-1-10) WEBS Max Horiz 2=446 (LC 11) Max Uplift 2=-25 (LC 14). 7=325 (LC 14) Max Grav 2=797 (LC 1), 7=1040 (LC 22) FORCES (lb) - Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-84910, 3-12=733120, 3-4=-3181247, 4-5=2941339, 5.6=25710, 5-7=659/304 BOT CHORD 2-8=327l641, 7-8=-2581641 WEBS 3-8=0I274, 3-7=7141242 Weight: 81 lb FT = 20 % Structural wood sheathing directly applied or 6-0-0 oc pudins except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5-7 rniTecommendsk rethat Stabilizers and required cross bracing be stalleduring truss erection, in accordance with Stabilizer stallation guide, NOTES 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Enclosed; MWFRS (envelope) exteriorzone and C-C Exterior (2)-0-10-8 to 2-1-8, Interior (1) 2-1-8 to 15-0-0 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=-35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06.00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 2 and 325 lb uplift at joint 7. 7) This truss is designed in accordance with the 2016 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE($) Standard x N a ro tO O Q eD 0 rp C =r t* o _ to La 30o R� 3y n ro = I w ° m 3 a 3 n I+h ii. Q O Z m �Q 3 g m to w CD c O w o C1 ro M O W CR Co A ^� -n rc o Q, Q ^ O co Ca IV i.urb w�.r rn o a E m C n rn g Q ro c° 3 �o Vs V1 oO Y... +'m 0 y Cz 3 3Tlfl � w 3¢F 70 b 7CJ OY ? W T rZ7 a T ... r Z W _ J W A y N C t a 3 o b aCi n' T ^� n rl Q r'1 Cc:,) D m n x T a m m Z oco 0= d 3 o, m c q N �.;. O� p N v n o 3 Q an1-n Oj�,o� �p Cln; 00 O O C7+ O A 00 rr w > rn m d m C) 0 �n A rn rD t0 K �o N y Ln os y r :0N N N N N n Oro a� o rm m d C7 O C7 CD O � =. O no " m m' I+P C3 10 Pl.)Cn 00 � o a w w `c — — — (D o Q 3 EQ O Z,< -- ro- rD 0 d y d to y 'W � z D m rr n: C cu f a - fD m o a O O O O O rF N m CL w Lao;I N m m m m m n; 3 A v m N' ~ -ft :D .., m n 3 7 p ro ro ro@ rC 0 rF m (D - — - - ns to Cc Cif UD l0 UC7 ..... V1 C6 `C `G K `C `C 0 0 m ri !p %< n n n n n 3' .. U' n r��p LA!�D rNp r"{J oell D n C C C C C UQ m N v w w w rD rt rt rt O O O O Q' 0. v ra 7 n 7 7= {A n n n n n � ro CL ro ro ro m � X- rD W © LO r+ 0 * l "0 rD � D � p C O m co r- • �r V 3931 i NAME WAYNE MCNEILL STRf I - i VILLAGE C� a2f � y�r�-za �..:-C �.• r _ SERVICE NO. METER NO.-rf �r TOWN OF YARMOUTI I I 2 } \o WATER DEPARTMENT 99 Buck 151and Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: 5M 771-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SITE LOCATION: ev (� PROPOSED WORK: ).f a,/ k r n-,z c � APPLICANT: t✓ -#` ADDRESS: /DO, TELPHONE: l03 7�� 6-77W RESIDENTIAL AND /OR COMMERCIAL. BUILDING Water Department: Determines Compliance of Water Availability and or existing location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act; i.e. If lot(s) border any type of wetlands, streams, ponds, rivers, ocean, bogs, boys, marshland, ETC... Health Department: Detenmines Compliance to State and Town Regulations, i.e. requirements for Septage Disposal and other Public Health Activites Fire Department: Determines Compliance to State and Town Requirements for Personal Safety, Property Protections, i.e. Smoke Detectors, Sprinkler Systems,ete r'L�, 1, 3 2(121e)z-7 APPLICANT SIGNATURE DATE OFFICE USE: COMMENTS ON PERMIT APPROVAL OR DENIAL �� 4 L'==: - -z l 2 REVIEWE BY WATER DIVISION (SIGNATURE) DATE 1*4 O� a� TOWN OF YARMOUTH u T H� 1146 ROUTE 28 SOUTH YARMOUTH iviASSACHUSEM 02664-4451 G MATTM S r'a 1 Oftwo. Telephone (508) 398-2231, Ext. 1250 — Fax (508) 760-4830 Engineering and Surveying Division Building Permit Review Residential and /or Commercial Buildings Name of Applicant: Kevin Fair Telephone or Email Address: 603-759-0720 Proposed Building Location: 41 Jerusha Lane Date Submitted: 3/23/2022 Requirements for review: Please submit one (1) copy of plans, to include: 1. For Residential: Site Plan showing proposed and/or existing buildings, proposed contours with bench mark, water service location, and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review, if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. 2. House or Building - Floor Plan(s) and Elevation Plan(s) 3. One(]) copy of application. Amanda 'N-.n; - M w m' O.�mg ,L——Y.imouth OM Lima �"—gry°m'°Nh� ..-s 3/28/2022 Reviewed By: D-2M0329 :M:% M° Date: PLEASE NOTE Comments/Conditions: Drain roofdrains to dry wells beneath unsuitable soils as noted on septic or replace soils. Retain address of 41; clearly number the building per chapter 71 (attached) #L** Printed on Recycled Paper Town of Yarmouth, MA Page 1 of 1 Chapter 71. Buildings, Numbering of Town cf Yarmouth, MA Wednesday, May 22, 2019 [HISTORY: Adopted by the Annual Town Meeting of the Town of Yarmouth 4-7-1981 by Art. 16.t11 Amendments noted where applicable.] GENERAL REFERENCES Subdivision of land — See Ch. 171. Plot plans — See Ch. 218. [1 ] Editor's Note: This chapter was derived from Section 11.01 of the Town of Yarmouth Bylaws and was originally adopted 3-10-1964. § 71-1. Legible number required. Every building in a public place or private way within the Town of Yarmouth shall be provided with a clear and legible street number placed in such manner as to be clearly visible from such ways. § 71-2. Determination of numbers. The Town Engineer shall determine the street numbers to be assigned to all buildings located on public or private ways. § 71-3. Affixing of numbers; time limit. [Amended 4-11-1984 by Art. 35, approved 6-1-1984] All street numbers shall be affixed to the front of the buildings within one year of the effective date of this chapter. All new buildings erected or located in the Town must have street numbers affixed by the date of occupancy. § 71-4. Penalty. [Amended 4-20-1982 by Art. 27, approved 8-10-1982] Any person who fails to comply with the provisions of this chapter or who unlawfully removes, defaces or changes a number affixed to a building under this chapter shall be punished by a fine of not more than $300 for each offense. https://www.ecode360.com/printfYA0698?guid=9083256&children=true 5/22/2019 Job Truss Truss Type Qty Ply 41 Jerusha Ave Q15413 TSGE2 Attic Structural Gable 1 1 Job Reference (optional) •a������Nar,.,.��r�y,wwri,ni.ccoc Kur:8.4z] uec:wzuzur'nntn.5'su5)an 252022MiTeklndustries,Inc. TueApr1215:46,16 Page:2 1 D:TH7NUINW?NQ96gx8kmx6o8ymxQQ.FEw86sL849iioc88ARyzg4Zoj7191Dro81nP1 uRQrr 14) Attic room checked for U360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Cty Ply 41 Jerusha Ave Q15413 M1 Monopitch 3 I 1 Job Reference (optional) Stark Truss Company, Inc„ North Kingstown, RI 02852 RECEIVED MAY 13 BUILDING DEPARTOEN Run, 8.42 5 Dec 30 2020 Print: 8,530 S Jan 25 2022 MiTek Industries, Inc, Tue Apr 12 15:46,05 Page: 1 I D:5TIn8S5umPaPu9vSTK8xPBymxZq-fX4rA3AM Nnch7T3SLVihG7_HzUXCTvxkwaOgZnzRQs3 -0-10-8 15-D-0 6-10-14 14-1-0 6-10-14 7-2-2 0-10-8 0-11-0 46 0-7-as: 1 3x8 1.5x4 3x6 Scale = 1:51,6 6-10-14 14-1-06-10-14 7-2-2 Plate Offsets (X, Y): [2:0-3-S,Edge], [3:0-1-12,0-1-8], [5:Edge,0 3-8], [7:Edge,0-1-8] Loading (pso Spacing 2-0-0 CSI DEFL in (loc) lldefl Lid PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) 0.07 8-11 >999 360 MT20 197/144 Snow (PI) 35.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0A2 7-8 >999 240 TCDL 15.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.02 2 nla nla BCLL 0.0' Code IRC2015frPI2014 Matrix-MSH BCDL 10.0 Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING TOP CHORD BOTCHORD WEBS REACTIONS (lb/size) 2=9221D-5-8, (min. 0-1-8), 7=94410-3-8, (min. 0-1-e) Max Horiz 2=452 (LC 11) Max Uplift 2=73 (LC 14). 7=269 (LC 14) Max Grav 2=922 (LC 1), 7=965 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1002f72, 3-12=7121104, 3-4=-35131193, 4-13=252I252, 5-13=2491266, 5-7=-414/241 BOT CHORD 2-8= 135/760, 7-8=3111760 WEBS 3-8=01321.3-7=8551303 Structural woad sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 9-10-14 oc bracing. 1 Row at midot 5-7. 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111 mph; TCDL=6.Opsf; BCDL-6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr-3D.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf-35.0 psf (flat roof snow; Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min root live load of,12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 2 and 269 lb uplift at joint 7. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard TrussJob Truss Type I Monopi ch Supported Gable I 1 I Ply I Job Refer 015413 I M2Reference (optional) I Stark Truss Company, Inc., North Kingstawr, RI 02852 Run: 8.42 S Dec 30 2020 Print: 8.530 5 Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:46:09 Page: 2 ID: WP42cY952RfwRheMdpjazlymxYS-yt?VeSF7j?ghSXSoGTKK2bmWf Iyjc6NmXAbY HtzRQry Job Truss Truss Type Qty Ply 41 Jerusha Ave Q15413 M4 Monopitch Structural Gable 1 1 Job Reference (optional) Stark Truss Company, Inc., North Kingstown, RI 02862 0-7-�:E 1 Run 8.42 S Dec 30 2020 Print: 8,530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:46:10 Page: 1 I D:tvxooteZsQaOdg7sPVwk2zymxxr-R4ZtsoGNUJyY4hg?pArZbpJksiJpLatvmgKSgJzRQrx -0-10-8 6-0-14 12-5-0 15-0-0 6-0-14 6-4-2 2-7-0 0-10-8 17 16 1814 13 12 10 c+� 0 co 3x4 3x6 5x5 6-0-14 12-5-0 Scale = 1:49.2 1 6-0-14 6-4-2 Plate Offsets (X. Y): (5:0-1-12,0-1-8], [11:0-2-12,0-2-4] Loading (psf) Spacing 2-0-0 CS] DEFL in (loc) Ildeff Ud PLATES GRIP TCLL (root) 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.00 11-12 >999 360 MT20 197/144 Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.20 Vert(CT) 0.00 11-12 >999 240 TCDL 15.0 Rep Stress Incr YES WB 0.10 Harz(CT) 0.00 11 We We BCLL 0.0' Code IRC2015fTPI2014 Matrix-MSH BCDL 10.0 Weight:104lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 9-11 REACTIONS All bearings 12-5-0. JOINTS 1 Brace at AS): : 18 19 (lb) - Max Horiz 2=446 (LC 11). 21=446 (LC 11) MiTek recommends that Stabilizers and required cross bracing be Max Uplift All uplift 100 (lb) or less atjoint(s) 2, 13, 14, 15, 16, 21 except installed during truss erection, in accordance with Stabilizer 11=295 (LC 11), 12=199 (LC 20). 17-137 (LC 14) Installation guide. Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14. 15. 16 except 2=340 (LC 23). 11=832 (LC 20). 17=305 (LC 22), 21=340 (LC 23) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5171516, 3-4=425/413, 4-5-3841379, 5-0=3671374, 6-7=3071295, 7-8=2951316, 8-9=2551289, 9-10=257/0, 9-11=-814l407 BOT CHORD 2-17=2551258 WEBS 3-17=2501151 NOTES 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111 mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2)-0-10-8 to 2-5-0, Interior (1) 2-5-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/fPI 1. 3) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber D0L=1A5 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 13, 14, 16, 2 except 6t=1b) 11=295, 12=198, 17=137. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TP1 1. LOAD CASE(S) Standard Job Truss Truss Type Ciy Ply 41 Jerusha Ave 015413 T1 GE Attic Structural Gable 1 I 1 Job Reference (optional) Stark Truss Company. Inc.. North Kingstown, RI 02852 Run, 0.42 S Dec 30 2020 Print: 8.530 S Jan 25 2022 MiTek Industries, Inc, Tue Apr 12 15:46:11 Page: 1 ID:ZLgR6RhhzMnsJ9EEXMRH7dymxSovG7F38H?Fc4PirFBNuMo7os0z5f_4?53?U4eMIzRDrw 11-0-12 16-1-12 26-1 a8 9-10-4 1� 13-0-0 ( 14- 9-10-4 1-2-B 1-11-4 1-1 5x5 10 9-10-4 19 3x4 1.5x4 1.5x4 1.5x4 1.5x4 5x5 1.5x4 1,5x4 1.5x4 3x4 5x5 1.5x4 10-0-0 16-0-0 26-0-0 Scale = 1:55 10-0-0 i 6-0-0 i 10-0-0 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0,01 24-25 >999 360 MT20 244/190 Snow (PO 35.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.01 24-25 >999 240 TCDL 15.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 18 n!a n/a BCLL 0.0' Code IRC20151TPI2014 Matrix-MSH BCDL 10.0 Weight: 169 lb FT = 20% LUMBER BRACING TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SPF No.2 *Except* B2:2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt s : 30 OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 26-0-0. except 18=0-3-8 installed during truss erection, in accordance with Stabilizer (lb)- Max Horiz 2=265 (LC 13), 31=265 (LC 13) Installation guide, Max Uplift All uplift 100 (lb) or less at joint(s) 2, 18, 21, 22, 23. 26, 27. 28, 31 except 20=131 (LC 15), 29=138 (LC 14) Max Grav Al reactions 250 (lb) or less at joint(s) 21, 22. 23, 26, 27, 28 except 2=377 (LC 24). 18=377 (LC 1), 20=334 (LC 24), 24=392 (LC 1), 25=407 (LC 23), 29=342 (LC 23), 31=377 (LC 24) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-3601154, 3-37=2771170, 3-41=3331147, 4-5=3151171, 5-6=293/215, 7-8=262/244, 8-9-307/210. 9-10=304167, 10-11=-304168, 11-12=3071195, 12-13=2621201, 15-16=2551105, 16-17=262158, 18-38=-274I47 WEBS 12-24=27910, 8-25=294I54, 3-29=2811157, 17-20=274l151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDLz6.Opsf; h=25ft; Cat. Il; Exp B; Enclosed; MWFRS (envelope) exteriorzone and C-C Exterior (2)-0-10-8 to 2-1-8, Interior (1) 2-1-8 to 13-0-0, Exterior (2) 13-0-0 to 16-1-12, Interior (1) 16-1-12 to 26-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 4) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category ll; Exp B; Partially Exp.; Ct=1,10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27. 28, 23, 22, 21, 18, 2 except (jt=1b) 29=138, 20=130. 11) This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. 12) Attic room checked for V360 deflection. LOAD CASES) Standard Job Truss Truss Type Oty Ply 41 Jerusha Ave Q 15413 T3 Attic 10 1 Job Reference (optional) Stark Truss Company, Inc., North Kingstown, RI 02852 Run: 8,42 S Dec 30 2020 Pnnt 8.530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15A6:13 Page: 1 ID-DCSgm9FYOUaKgEl4E0G4JymxRu-dE?UgIGnEK7xgPZVJOGCRxDSwlUYrNLSnZJRezRQru -0-10-8 5 5 3 9-10-4 12-11-10 15 IT 17-0.6 20-1-121. 24 8-9 30-0-0 5 5 3 4 5 1 3 1 6 2-0-6 2-0 6 3-1-6 4 6 13 5-3-7 0.10.8 [ 10-0-0 [ Sx5 -7-T 1 5x5 5x5 5x5 410 4x10 5x6 M718HS Sx8 6x6 9-10-4 i6 0 0 I 2a1-12 30-0-0 [ Scale - 1:57.9 j 9-10-4 ) M1 0 4-1-12 9-10-4 Plate Offsets (X, Y): [2:Edge,0-2-8], [4:0-2-0,0-0-8], [6:0-2-11,0-2-0), [7:0-2-8,0-1-8], [8:0-2-11,0-2-0], [10:0-2-0,0-0-8], [12:0-0-3,0-0-6], [13:0-2-4,0-2-0], (15:0-2-4,0-2-01 12 0-5-$: Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Ltd PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1,15 TC 0.63 Vert(LL) -0.29 13-22 >999 360 MT20 244/190 Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0A4 13-22 >813 240 MT18HS 244/190 TCDL 15,0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 12 n/a We BCLL 0.0' Code IRC20151TP12014 Matrix-MSH Attic -0,19 13-15 >647 360 BCDL 10.0 Weight: 222 lb FT = 20% LUMBER TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 24 SP 2400F 2.0E "Except" B2:2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 REACTIONS (lb/size) 2=204310-", (min. 0-1-12), 12=1953l0-5-8, (min. 0-1-11) Max Horiz 2=298 (LC 11) Max Uplift 2=-138 (LC 14), 12=114 (LC 15) Max Grav 2=2144 (LC 23), 12=2064 (LC 24) BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 This truss requires both edges of the bottom chord be sheathed in the room area. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-23=-31931143, 3-23=30221171, 3-4=-2795l143, 4-5=-20381193, 5-6=18961204, 6-7=74/633, 7-8=771634, 8-9=1896/203. 9-1O=20381192, 10-11=-27931142, 11-24=30471183, 12-24=3212l165 BOT CHORD 2-15=-24112834, 14-15=0l2145, 13-14=012145. 12-13=-6812644 WEBS 10-1 3=01982, 4-15=011002, 6-16=-2853I285, 8-16-28531285, 7-16=01251, 11-13=-887/331, 3-15=-8751324 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C. Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 15-0.0, Exterior (2) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 30-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=30.0 psf (roof live load: Lumber DOL=1 A 5 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, 8) Ceiling dead load (10.0 psg on member(s). 4-6, 8-10, 6-16, 8-16 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 2 and 114 lb uplift at joint 12. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Attic room checked for U360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 41 Jerusha Ave 015413 T5 Attic 1 2 Job Reference (optional) Stark Truss Company, Inc., North Kingstown, RI 02952 Run: 8.42 5 Dec 30 2020 Print: 8.530 S Jan 25 2022 MiTek Industries. Inc. Tue Apr 12 15:46:14 Page: 1 ID:iv?_iBAhbDoz4xVOwxAX3Wymdg"mOhAJuYXS ZJ m2OvVirrWzJhhHOOVhRIJz4ZROn Ti 1-0-1 $ 5-1-15 9-10-4 1 13-0-0 1 14-11-4 1 6-1-1` 20-10-1 26-0-0 26-10-8 5-1-15 4-8-5 1-2-8 1-11-4 1 1-11-4 1-2-8 4-8-5 5-1-15 1 0-7-T 1 6-0-0 5x5 2x4 8x8 axe 2x4 3x4 3x4 5-1-15 9-8-8 16-3-8 20-10-1 26-0-0 Scala = t52.fi 5-1-15 4-6-9 6-7-0 4-6-9 5-1-15 Plate Offsets (X, Y): [3:0-1-12,0-1-8], [6:0-2-11,0-2-0], [8:0-2-11,0-2-0], [11:0-1-12,0-1-8], [15:0-3-B4O-4-8], [16:0-3-8,04-8] 13 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Lld PLATES GRIP TCLL (roof) 30.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.05 16-17 >999 360 MT20 2441190 Snow (Pf) 35.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.07 15 16 >999 240 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.02 12 nla nla BCLL 0.0' Cade IRC2015ITPI2014 Matrix-MSH Attic -0.04 15-16 >999 360 BCDL 10.0 Weight: 353 lb FT = 20% LUMBER TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E "Except' B2:2x6 SPF 21 OOF 1.8E WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 REACTIONS (lb/size) 2=183110-3-8, (min. 0-1-8), 12=183110-3-8, (min. 0-1-8) Max Horiz 2=265 (LC 13) Max Uplift 2=109 (LC 14). 12=109 (LC 15) Max Grav 2=1848 (LC 23), 12=1848 (LC 24) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-26841115, 3-25=-24951139, 3-4=-2299/122, 4-5=-2144/142, 5-6=16711162, 8-9-16711162, 9-10=2144/142, 10-11=22991122, 11-26=24941141, 12-26=2685/116 BOT CHORD 2-17=-18212330, 16-17=18212330, 15-16=011830, 14-15=-4/2133, 12-14�4/2133 WEBS 9-15=0f712, 5-16=Of712, 6-18=18261212, 8-18=18261212, 3-16=664I272, 11-15=6641274 NOTES 1) 2-ply truss to be connected together with 10d (0,131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 04-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=111mph; TCDL=6.Opsf; BCDL=6.0psf; h=25M Cat. Il; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2)-0-10-8 to 2-1-8, Interior (1) 2-1-S to 13-0-0, Exterior (2) 13-0-0 to 16-1-12, Interior (1) 16-1-12 to 26-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 00L=1.60 5) TCLL: ASCE 7-10; Pr-30.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=35.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Partially Exp.; Ct=1.10 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times net roof load of 35.0 pst on overhangs non -concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (10.0 psf) on member(s). 5-6, 8-9. 6-16. 8-18 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109lb uplift atjoint 2 and 109lb uplift atjoint 12. 12) This truss is designed in accordance with the 2015 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI TPI 1. 13) Attic roam checked for U360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 41 Jerusha Ave Q15413 TSGE1 Attic Structural Gable 1 1 Job Reference (optional) titans 1 russ campany, Inc„ North Kingstawn. RI 02852 Run: 8.42 S Dee 30 2020 Print: 8,530 S Jan 25 2022 MiTek Industries, Inc. Tue Apr 12 15:46:15 Page: 2 I D:6nHdizv2BOVXxh5fy4lzjwymxRl-nl MmvWK WJrarBSZyckRkHs0eCj_B01Lev52sVXzRQrs 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5,0 psf) applied only to room. 23-25 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 28, 2 except (jt=lb) 25=165, 20=130, 26=189, 29=115. 13) This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 14) Attic room checked for Ll360 deflection. LOAD CASE(S) Standard