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0042 GUIMQUISSETT ROAD
Gam,m u� i i I I I °F`"ETti Town of Barnstable Building Department-200 Main Street t639. m Hyannis, MA 02601 $"lEn nna� Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-763 CO Issue Date: 11/26/2019 Parcel ID: 019-112 Zoning.Classification: RF Location: 42 GUI MQUISSETT.ROAD, COTUIT Proposed Use: Single Family Home Name of Tenant: Sprinklers Provided: None required or provided Gen Contractor: RALPH J CATALDO Permit Type: Residential -Single Family Type of Construction: VB: Any building material permitted by code Design Occupant Load: 0 Comments: Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable Building Post This Card So That:it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted SASNSUB M"S�L Until Final Inspection Has Been Made: Permit 63W.t act. V1ltiere a Certificate of Occupancy is Required;such Building shall Not be Occupied until a Final'Inspection has been made. Permit NO. B-19-763 Applicant Name: Ralph Cataldo Approvals Current Use: Structure Date Issued: 04/19/2019 1 ' Expiration Date: 10/19/2019 Foundation: S Permit Type: Building-New Construction-Rebuild After p Teardown -Map/Lot: 019-112 _- Zoning District: RF Sheathing: Location: 42 GUIMQUISSETT ROAD,COTUIT Contractor.Name: SRALPH J CATALDO Framing: 1 Owner on Record: GUIMQUISSETT REALTY LLC 'Contractor License: CS-042721 2 Address: 44 COLUMBINE RD } -" " ' Est.:Project Cost: $400,000.00 Chimney: NEWTON, MA 02459-3444 Permit Fee: $2,165.00 [ � E' Insulation: 4 y Description: Demolition of existing structure,new construction of a 1,4 '6 tF/ r Fee Paid:/ $2,165.00 r home with three bedrooms and two full baths,a front entry�_porch,ia ,' Final: r n� Date: 4/19/2019 rear screen porch and deck and an unfinished basement perth'e enclosed plans PI bi g Gas s m Project Review Req: additional smoke required in basement(over 1000 q/ft) ng• Building Official al i This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. r All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. fin This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of �-ts! the work until the completion of the same. - _ Electricals/G� The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work_: ,a` 1.Foundation or Footing Rough: a a 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low VoltagCRough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Depart nt� / Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .� CAME ENERGY RATERS L L 5U 1 G1 NG F ERFORMANC' E TESTING Duct Leakage Report 42 Gulmquissett Road Test Mode Cotuit Pressurizafion 0810212019 Teat Prreasure CI7 25.0 Pascals Testing Equipment 2015 IECC Energy Code Minneapolis Tots GFM@25 or Total Duet Leakage Percentage 50.00 Q:Q3 Total square Footage 1490.00 Maximum Arlowable.Leakage , 59.60 HVAC Duct lest n r red t In 2 al a l t;tfL a Unconditioned 1490 C 50 0.03 Basement 18E STATE ROAD SUM 2U SAG,MORE STACK MA©25d22--(50a)83S.3f00.ENERGYCODEKELP.COtA•>iNFO@ENERGVCMEJ4EL P.co&I � - [^a3 q� ■■ HOME ENERGY RATERS LLC B U I L D I N G P E R f, 0 R M A N C E T E S T I N G Air Leakage Report 1 . 42 Guimquissett Road Test Mode Cotuit Depressurization 11/20/2019 Test Pressure 50.0 Pascals Cataldo Builders Test Equipment 2009 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge 785 2.63 Conditioned Volume 17907 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code .2015 International Energy Conservation Code . II 180 STATE ROAD SUITE 21.1 SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered byc{ocanvas www.gocanvas.com D8332814-842E-45D3-A913-674E3B933F11 I r • WIN ON HOME ENERGY RATERS LLC B U I L D I N G P E R F O R M A N C E T E S T I N G Ventilation Report Ventilation Tests IN Fan t.ocaton y. .' :< 3 FanCM_ Fan CFM- Fan Timer Run Time. Basement 130 Via... 1st Floor Common Bathroom 35 x Master Bathroom 52 4 ig 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM. powered by cgoconvos www.-ocanvas.com D8332814-842E-45D3-A913-674E3B933F11 i i ■■ HOME ENERGY RATERS L LC B U I L D I N G P E R F O R M A N C E T E S T I N G Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home 2) Determine number of Bedrooms.LN&+r) 3) Insert these number in the formula Below: Fan airflow(CFM)=0.01Amor+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage Floor Area(W) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 - 90 105 120 135 150 >7500 105 120 135 150 165 Fan airflow is CFM. x Chris Mazzola RTIN#8873503 i { 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by9ocanvas www.gocanvas.com D8332814-842E-45D3-A913-674E3B933F11 I I _ Commonwealth of Massachusetts__., - - -. :_ Sheet Metal Permit �' Map Parcel Date: ZZ / Permit eS" ' Estimated Job Cost:.$` /of 0 00 + Permit Fee: $ 26 Plans Submitted: YES NO,, �,JUL 2 2 201-3 Plans Reviewed: YES NO Business License# l� cerise# Business Infomaation: Property Owner L Job Location Information: Name: �' ff e�� i S Name: C_ l��16 v . 'Cl Street: 1 `� 2 S Street Y Z 1"7 u�� 5 S e �_ J ..City/Town.: l.-c G .v -Q - City/Town: �� t Telephone:'' Telephone: �' ��� ) 3 3 Photo I.D. required/Copy of Photo LD. attached: YES NO Staff Initial J-1unsestricted license. J-2/,M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family ' Multi-family Condo I Townhouses Other . Commercial: Office Retail Industrial Educational Fire.Dept.Approval Institutional_ : Other Square Footage: under 10,000 sq.ft. V over 10,000 sq. ft-. Number of-Stories: . Sheet metal work to be completed: Netiv Work Renovation: Metal Watershed Roofin Kitchen Exhaust HVAC g` - System Metal Chimney/.Vents ' Air Balancing Provide detailed description of work to be done: F g Town of Barnstable Building • s Post This Gard So That.it� �hsible From the Street-�A , roved Plans Must beReta�ned onlob andth�S Card Mustbe K pt 103 M" Posted�ilntil:Final ln'secfonHas"Been Made��` � '-, , � �' �„ ° Where`a ertificate,of.Occu anc .°sRe u�r.,ed such�Bufldm shallNo't be,Occupied until a„Foal Inspection hasbeen made Permit Permit No. B-19-2347 Applicant Name: 1AMES M DIEDE Approvals Date Issued: 07/22/2019 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 01/22/2020 Foundation: Location: , 42 GUIMQUISSETT ROAD,COTUIT Map/Lot 019 112 Zoning District: RF Sheathing: Owner on Record: GUIMQUISSETT REALTY LLCContractr,Name 1AMES M DIEDE Framing: 1 Address: 44 COLUMBINE RDa '' Contractor[icensea101 2 T' � NEWTON,MA 02459-3444_- Est Protect Cost: $0.00 Chimney: Description: Install anew HVAC System in Basement with New D ct 'ork and Permit Fe h $85.00 vent all Applicances. -,9 Insulation: �; x Fee Paid$ $85.00 Project Review Req: Date 7/22/2019, Final: _ Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzedabythis permit is commenced within s x Mn Mn Final Plumbing: All work authorized by this permit shall conform to the approved a ppllcationand theapproved construction documents forwc"hrthis permit has been granted. All construction,alterations and changes of use of any building and structures shall be m compliance with the local zoning by laws and codes. Rough Gas This permit shall be displayed in a location clearly visible from access street of road and shall be maintained open for pulitc inspection for the entire duration of the work until the completion of the same. �`k .' Final Gas The Certificate of Occupancy will not be issued until all applicable sign6t6re by the]Bwlding and,Fire Officials arelprov ded on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing eN Service: - 2.Sheathing Inspection .41 3.All Fireplaces must be inspected at the throat level before firest flue linen �s,installed' Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: S fISURANCE COVERAGE: currentliabilityinsurance policy or its equivalentwhich meets the requirements of M.G.L. Ch.112 Yes Lg No ❑ 1 have a curr . If you have checked�, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity:[� Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws, and that my signature on this permit application waives this.requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box , I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the.Massachusetts Building Code and'Chapte.r 112 of the General Laws. Duct inspection required prior to insulation installation:YES Progresslnspections Date Comments Final Inspection - Date Cobm ents Type f Licenser g Master Y Title ❑Master-Restricted cityrrown ❑Joumeyperson Signature of Licensee Permit ❑Journeyperson-Restricted t License Number: Fee$ Check at www masa aoy1dul Email. inspector Signature of FermitApproval Town of Barnstable Buiidi_ng Departn ent Services 11MRNsTABLY, = Brian Florence, CBO XAS Building Commissioner ' 200 Main street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Us* A Builder x TGi✓� 'Q GeI e as Owner of the subject property hereby authorize j 1 to act on T. my behalf; in all tnattets relative to work autho=ed by this binding permit application for: (Address of Job) **Pool fences and alarms are the responsibility.of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Si tote of Owner f Applicant eo Print Name Print Name Dat QFORMs:OWNERPERMISSI01-TOOIS Rev:09/16/17 Town of Barnstable.- . ]wilding Department Services Brian Florence, CBO o Building Commissioner T 200 Main Street, Hyannis,MA 02601 � yARR www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE E%EMPnON Please Print DATE: _ t JQB LOCATION: number st%xt• village "HOMEOWNER": nsme home phone# work phone# CURRENT MAILING ADDRESS: ' eityitown• state zip code The cmrent exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as sj�pervisor. DEFIlKiTlON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures'accessory to such use and/or fa=stractm es..A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such `homeowner' shall submit to the$uil Official on a form_ ..-cep able to e B ui �- i ci 1, hpishe s 'be Pe�onsiblL for ail such work peuomed under the building permit. (3ection 109.1.1) The undersigned`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. . er"certifies that he/she understands the Town of Barnstable Building Department minimum insp ection ' ed"homeowner" g P The undersigned _ procedures andirequirementsund that he/she will comply with said procedures and requirements. Signature of Homeowner i Approval of Building Official Dote: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNMi'S ExEMP'ITON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.L1-Licensing of construction Supervisors);provided that ifthe homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often , results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. . To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner.certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a formlcertification for use in your community. Q.IWPFII�ESTORMS1huiilding pemut fu=\MTRESS.doC 08/16/17 - .�•e��€�t c�'�tstr�utl�ccir��r . e a�, tztFa� 600 Wad6;Von&-eet .Boston,MA 02121.11- ��•kers' ��� �nlus�uc���avr���-�rsltraci�z�f�i�r*��„stpb�bers �c2m# Lath Pease Oct h&V 01 Ar e an euigloyec?checkthe agpragriate b= ' Typ e of 'ect(required):' []I am a,get1 cflaci=snd I . L I am a empl���#- < #tee lvre�fhe sab=-ramh�a�us . '6. e� emFrlQ { P listed m 6e attached shf�et I ❑IZPT-n lsng a sale pro ietm or Fmk �ltese r can�cac#ais lea �P and have rio employees. $ El,,a IJemalt to W�^ fCEMM5In tacit '• T13LT��FUI�C'� �. ElEuilT=96 �cu - C _FlLcrtr�rtt F _ P,wpdm&comp-ilsu e 10-E]Red6r-zl Segaus or 2dcE ions 5_ [] We=a=Povz ua.audits d]. officers Ilave 4mp-=ed ter. 1L[]Flnmbsngsepa=of aa&fibna 3-❑ I am a lcmeozc-uer Bourg 4 af per MGM y n,�7f[Na�,,ca'tlt3� =p_ r 1�OP�afreg�is isrcrtcanre S a 7 I r- 1l aIIFiTe have no �ri]28 ] �10�2��6 W41jCeT5� ,.• ]�r.❑'�t21PS . camp_it tusnre mquhicL] •$ayavP€a tc7�erk5b=-0lu slsaSno tixese oabe1aarC T9descaa3C�® apaTCFi u °n �'ameovr�s�submit rms�darg mifi'r=fm�ti�ep��sIE�uac sad theah�a�c ��,•t,,.,;r aaews�a�--e�[mho sacs. tCcjd rmrs eheck baa must Z= m sddiiiansl shy s gthea�-mg of the sub c�trsct �d st z arnvt ifiose a sBsc e. fees.Z€t7�-ah raa+g�ta,R e2�I � 9asrr w n5a!e—cp-PaTi y mbei -Tam as srn�iapar flir�i is prv��iirig ivrir$¢rs'totr�pensr�i�rn ir�zzrarttaPr m}��P�},ees $el�i;v is fhs�ualicy art3 jali�a Tfiiuian¢ Camp a-�xa�e= P � - ��_ ✓ ��`Z °Gl art Z' l Z'Cx ( q ; ,: � !^ 4 VIAq v-, 5 -- - 'C' - -- '- --- �. �= — Aft, p cf i3�wO xe e>zsati a oTrr F~cl�c7 a itm s}i iag pbT�sp mr=uuUer and ps nn - P_ { Fa tre fo secm cove�ge as requimaundez Seca 25A ofMQ.e.1�can.Im,d to J ie impaslflm of mmiva3 pe tses 6f a ss1 as cis? ems in die fosza of a S I QP�TC)R {]I�DE�and-a# fine up#a$1,5aQ�a aadl'etr one-yeasimp�so P be�.fx�else fl�tce of ' �f ug to$nQ_€0 a agat e ] Be arisise i a cuplr of phis sfatr=me a ag _ or.�DIA fm rnsrrimC coverage vetifr _ Iirvestss - IaTa FierTty ct , fhs,lxuris aacTFsrins a.fFat 'ztt�fatf�ia i�arrrrc6arxgt arirT�d aam h3is a �i carrot -21z� R -- ` arsa r ri£ DQ u�t vita air€� irraa, ba as etc 5 t�tp t rt�trri crrr y cr T'nua: er LL ftsE Phone Iss�ag?�e�(�tea' gT��-cui`�' OS'PEt� .'�C> 1Lal 3E U 3.P ID'T F . 6.Other 6 - - ormatiaxa and fastrae ons M ssa�et s Gew=lLaws cbBjAer M zeq=s all cmgIopeis groYi3e Wass'campeasatzon fw Ebeir eozPlopees- Fm�aar�to this sb±z±—,,an=ffuIayee is definea as¢:everypesonin ffie scavire of ancrf.er under any art ofhi e, capres or finpHe:4 OmI or wLabM.'' An emplay�1s d�fined as aan;,, QT parinasbzp,associad corparzdm or other Legal e�ity,ar 07 two or mare ofthe foregoing aged irr a joint eafSprise}andinshufmgtbe IegaI repress of a dcceased employer,or ffic ==V=or t USt e of sn.inrizvidM�per,azociafion or otherlegal estitL enploYh3g mPTOYecr, However fhe owner of a dwrMag hmmr-having mtMnore th=fffi=apartMeoJ2.-andwha zesides ter®,or fhe 0Ca j nt of-d - dwmMag ho-ase of another wha empIop petsaas to do m airrP man rr,rrmcf-rrrr-tinn or repair wozk on such dweIEng huase or Qn_tlae;grounds or bm-krmgeppudmaitthereto shallnotbecm=ofsuch eoxploymeofbe deemed to be an eiployrr A MM cbapter L52,§25C(6)also states fhat¢everysfN or loeaI Uz=a Ing agency shallwif hold fie issaance or r=mval of a F==P-or pexmtt to operate a busness or to construct bm7dmgs im the eom==ffeaIth for any aPPrEcan-tWho hasuotprodnced acmpfable evideam of compliance wn fht-9r=mnce covetagerequir'ecI-" A jjrf;cma j j;M-C f,chapter ISZ,§25CM staffs=Ierthrr the _ TT nor any ofifs poical svbchvisicms shall ink auy caofta-ctfra'thePe[f=w.ce ofyubhr,WOIL-MMfil ac=ptable-evidence of cozaP&=twitT the Msm-aorc. req�e�of this have been preset $le c� g a�Tiaziiy_" . Fleas,fill:o-ot the VU130 s'compeusafinn afddavif completely;by g the bnxts$at apply to pony sionfion and,'E necessaiY��FPI3'sIIh-cvrdZac�¢{s)name(s), addr�ss(es)andPhnne�{s)atangw�ti�rcer�afe(s)of insru-�ce_ Lis d Liahiy Companies(ILC)ar I�dI iab�iiy Par�htFs(LI P)witTino cmPlayecs other fliaa tb e members orparta=:s,arenotregmzzdto caspwodc=s'compen,�-msa=ce. Ii MEICorPZY doeshave e=pIoy=s,apoIicyisrm4o:ked. Be adyisedthatthisaffii-qt aaybes dtntheDepadme ±oflndusmal Accideufs for coon ofin�coyeiage_Aisa 1}esate to sign and da� he _ � t_The a$idavitsbnuld not�e �be to the cii-c bZ n 0 y rr al As,=,rT� 2=Eyou ha-m Eay gamt ns regaz�mg f e.law or ifyou are repaired to obtcm a woz�rs' �ensatfi poficy,pleaseranthcDepar��attbexa�berlis�dt�eIou* Self-insr�edcampaIIicssbculde i rtbea• self-ja=Z ce fermse:rmmber on fhe appropriate line. CrEy or Tavtn C fffdz - Please be sate fb�the�Iavitis�Ici�andpzIIndlegibly. The Departtact�has pmyidc3 a space at ffiebot an ofthe affidav�for youfD f[L ou±inthe uveutfhe Office ofI-avcsligatrmss has to 002±acEyO'¢regm:�gthe,aPPHC=t Please be srae fn fllinfbepe�mitlficensenrmbei whichw�lbeused as aref�eacermmbcy Iu add oD an appHcaDt t2at m:ust sabmit muh Plr PCMnyHcceosse 2Oht Ef=many gmmyear 'davit mdieatmg Gown± olicy,n�„-r, t;�[lf ncccss�y)and under`mob�_A,Li�"the alrplica�should w�well Ioc�•�.s n (my� town)_"A copy'of tbz-a$dzvittbathas be=official stied or ma3cedbythe city or town may beprovidr d fn the . . _ agpHcEnt as groo f tbat a valid affidva is on:fle for fidmmpermL 3 or HDeoses. Anent off I&&=astbe M,,d ovt earl year_Whew ahome own r or chi7is ob[ai�ng ahcaase or pemzitnfltrelafzdfn anybn �or commeacial e (i.e_a dog license orpermit to bmn leaves eic-)saidpeFsgn is 2�IOT' ed to complete this af$daYit vMuuh -_t a fhank u m adv mc,far our co e�ion and sbouldyou have a�questions, e of In Y aP Th Office YO vr-ghcrrhirtrra . z . P lease do not hcsi ±c to give m a ca] The I}ep�e¢t's a.ddirss,i�lePhrrne andfaxzmmbec _ useft Depalfiamt ta . _ . �c�a�Trr �•fz� - .. _ Bo o�lI .� CERTI .ICATE OF LI ILITV I SURANCFE 3/11/2019 THIS CERTIFICATE 18 ISSUED AS A MATTER INF MATION ONLY AN CONFERS RIGMTS UPON E CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR EOATIVELY AMEND,EX NO OR ALTE THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CER71FICATIE OF INSURANCE ES MOT CONSTITUTE A ONTRACT a TIROEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE RTIFICATE HOLDER. IMPORTANT. If the w0ficals holder is an A 0 L INSURED,the o y(le6)moat endorsed. It SU ROGATION 18 WAIVED,subject to the tsrms and conditions of the policy,certain HCIPS may require en a 0reoment. A meet on this�rtilicAts does not confer rights to the Certificate bower In leu of such endorsem e. PRODUCER syl hellis C.L. NO1115 EHSUR"Cd ($OB)39S-o500 Ifoulaeavvov Sap edarien Rd halt ryl logo ineur h0111e.ocm Wareham I A"-No COVE NAIL BDL pasTi INSURED NI UARRA:I atet I i JAMS DTZD1 CRT IMAT3110 6 AIR COHOST O1s j1;(; DRA IN®U are lndeeni INSURER 0: in CUM Fire`Inaurarl0a Co PO BOX 6 66 Wean 01 ttvLZASIDB DAY IN s: N� p2592 OJ.UrmP: COVERAGE8 CERTIFICATE NUMSER;Cuss202 64 REVISION NUM®@R; IS IS TO CERTIFY THA E POLIC S OF INSU NC LI TED BELOW HAVE EEN ISSUED THE INSURED NA ED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWiTHSTANDINO ANY REQUIREME T,T wM OR CONDITION OF ANY CONTRA OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EXCLUSIONS ONS MAY 9E ISSUED OR MAY PERTAIN, E IN URANCE AFFORDED THE POLICIE DESCRIBED HERE W IS SUBJECT TOALt THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICI .LIIV(ITS SHOWN MAY HAVE EEN REDUCE BY PAID CLAMAS, LTR TYPE OP MBURAN08 AWLIMN P X CCMMBRCIAL 041INERAL L ASIL/TY Lads A CLAIMSAODE M OCCUR EACH OCCURRENCE g 1,090,000 pTaooaalov PREMlig! (i� �L. g 300,000 0/ 1/2019 0/12/301t MED EXP(AII oroo erm) L 10,000 GEN'LAGGREGATE LIMIT APPLIES PER: PERSONAL A ACV INJURY B 1,000,000 x POLICY 0 4SRI?T ❑LOC GENERALQQREGATE 3 2,000,090 PROOUCT$.COMPIOPAGO ® 2,000,000 AUTO M ILSLIAe4Ury EPLI B 30,000 8 x ANY AUTO I LLIMITg 1,000,000 ALL E0 JC SCMEDVLED SOOILY INJURY peril _ ( Psi) 8 AUTOS 0293289 A/201D b/4/2914 BODILY INJURY(Per WCk" S x MIREDAUTOS gUNOTFONAlEO B - PR PER A $ LNNeRLLLA LAB OCCUR a alfCelaLJA I CLAIMS-MADE EACH OCCURRENCE y D RE NTIO AGGREGATE g WORKERS COMPENdAy" 6 AND EMPLOrlRS'NAIRM ANY PROPRI ATNEyEVTIV6 C OFPICERiMEMBER EXCLUDED? y H/A (Mu�•ray uI mq) oDia3Clp(6899 611.1 EACM ACCIDENT 8 500 000 PTID/ /ao1® a/a9/aolp E.L.DISEASE-EA EMPLOYEE 6 II da Tt 306,000 E.L.oISEA$E.POLICY LIMIT 8 900 Ooo DEDCRIPno1V OP OPaRATRMO!!LOCAT1Cw91 VEMICLDD(AC D101;Agoicndl Rep"",Be 'my be daft h` fTele dpatee Id ra(utntl CERTIFICATE HOLDER CANCEL ON Tovh% of Eaz7istable SHOUL ANY OP THE ABOVE EaCRIBED POLICIES 8E CANCELLED BEFORE THE EX RATION DATIQ THEIR 200 OF,NOTICE WILL BE DELIVERED IN' t+imsirl �1Q:. ACC ANCE YMATH THE PO ICY PROVISIONS.HyaArLrlle, 8G► 02601 • 1 Au alPleEe6NrATrv! I' Cheryl 01113/CMERYL `JB ACORD 25(2014101) T A ®1685�2014 CORD C RA N. All rights reserved, IN8026(zo(eog QOf>D name and log ere reglat10 marks of ACID 0 • • ;04/Z812021.: 608041 I ZEG� O� C.OhZ LEtGOYL r /- •"""`D`` drat �.,• # James'M'Diede certified by '4« . s VGI Training ` a EPA Approved' Techlia.a-1 TYPE UNIVERSAL. Sept ember 3a.1993 _ p ae wed Gry CFO e ry az s � •'' 2308147 8/11/2011 ` umber �°.-' Cenmcate N a r}A President VGI Training Dlv +i dil I ' I SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser. 220 Occidental Ave.S., Seattle, WA 98104 888-453-83S8x6131 May 6, 2019 Jeremy Krauss Falmouth Lumber 670 Main St. East Falmouth, MA 02536 Subject: Tech Call#: 101381 r42_Guimquissef Rd Cotuit,-MA---) Attached are Trus Joist®structural member calculations for the referenced project. The attached calculations were prepared using accepted design values for Trus Joist® products and software analysis in conformance with accepted engineering practices. With respect to design values for Trus Joist° products as well as conditions of use,and design and installation guidance, please refer to International Code Council Evaluation Reports ICC-ES ESR-1153 and ESR-1387; ICC reports can be obtained via the Internet at www.icc-es.org. The attached calculations are provided as a supplement to the work of the project designer. The product application, input design loads, dimensions and support information have been provided by Jeremy Krauss-Falmouth Lumber. I have not reviewed the project plans or field conditions. The proper authority is to review the calculation inputs and confirm they are consistent with the intent of the overall building design. If the attached calculations are not consistent with the building design,they should be rejected or returned to us to be corrected. The calculations apply only to Trus Joist® products for the referenced project. Uniformly loaded joist members verifiable through product.literature span charts may not have been included in this package. Neither the undersigned engineerwnor Weyerhaeuser NR Company is acting as the engineer of record for the referenced project. Weyerhaeuser warrants that the sizing of its products as set forth in the calculation will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you a ons. Cordially, JASQN yN Digitally signed by Jason Shumaker QWEN rn � DN:c=US,st=Ohio,[=Pickerington,o=Weyerhaeuser, o $I 11JMAICER CI� ou=Product Support Engineer,cn=Jason Shumaker, Jason O. 5hU a r,hrCIVIL email"=Jason.Shumaker@Weyerhaeuser.com rJ'3219 - Date:2019.05.0612:53:40.-04'00' Product Supp �� \�w Signed for attached Forte° Member Calculations dated: 5/6/2019 7:49:38 AM i JOB SUMMARY REPORT a F® Ft T CATALDO-DIAMOND LVLS.4te Member,Na"me' f '' Results Current Solirtion „ Comments: , �. VALLEY BEAM 1 Passed 2 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL VALLEY BEAM 2 Passed 2 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL VALLEY BEAM 4 Passed 2 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL VALLEY BEAM 3 Passed 2 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL RIDGE BEAM 5 Passed 2 Piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL RIDGE BEAM 6 Passed 2 Piece(5)1 3/4"x 11 7/8"2.0E Microllam®LVL RIDGE BEAM 7 Passed 3 Piece(s)1 3/4 x 16"2.0E Microllam®LVL RIDGE BEAM 7A Passed 4 Piece(s)1 3/4"x 16"2.0E Microllam®LVL HEADER 8 Passed 3 Piece(s)1 3/4"x 7 1/4"2.0E Microllam®LVL HEADER 9 Passed 3 Piece(s)1 3/4"x 7 1/4"2.0E Microllam®LVL HEADER 10 Passed 3 Piece(s)1 3/4"x 7 1/4"2.0E Microllam®LVL HEADER 11 Passed 3 Piece(s)1 3/4"x 7 1/4".2.0E Microllam®LVL HEADER 12 Passed 3 Piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALDO-DIAMOND Forte V5.4,Design Engine:V7.1.1.3 Falmouth lumber 42.GUIrAQUIsSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 1 Of 14 C® R TC" MEMBER REPORT Level, VALLEY BEAM 1 PASSED I" 1 G 2 piece(s)1 3/4"x 11 7/8"2.0E Microllamp LVL Overall Sloped Length: 13'7 7/8" �i 12 .� r, u& � u a 3 ro r �a 6.361 �. . . 1 V 3 3/4" 1 _ 2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontaI.;Drawing is Conceptual Design;Results „,p;. A -r4,AetuaL@Al:oeatior saw Allowed,l �Result � �""'"-s�1'L64 Vliiiikom attern) v', 'V System:Roof Member Reaction(Ibs) 1134 @ 2" 5206(3.50") Passed(22%) 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 813 @ 1'2" 9081 Passed(9%) 1.15 1.0 D+1.0 S(Ali Spans) Building Use:Residential Moment(Ft-Ibs) 2374 @ 4'11 3/8" 20525 Passed(12%) 1.15 1.o D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.042 @ 56 1/2" 0.631 Passed(L/999+) 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load DeFl.(in) 0.075 @ 56 11/16" 0.841 Passed(L/999+) 1.0D+ 1.0 S(All Spans) Member Pitch:6.36/12 Deflection criteria:LL(L1240)and TL(1-/180). Top Edge Bracing(Lu):Top compression edge must be braced at 12'10"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'10"o/c unless detailed otherwise. Bearing Loads to Supports(Ibs) Supports Total Avalable Required Oead Snpw Total ,p Aaessones 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 484 649 1133 Blocking 2-Hanger on 11 7/8"SPF beam 3.50" Hanger' 1.50" 271 311 582 See note • Blacking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal m the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector.Slm son,Stron TieConnectors; ., " ,0V.zoip,v- "gin , Support : Model Seat Lengi Top Naflsr;: a ,Face Naiis . ..�Memer NadsAFcessoriesg. 2-Face Mount Hanger connector not found N/A N/A N/A N/A drributai`y.'d,�L r�pDeadnS'now�`A ". LOadS Location(Side) ,Wrath 1 (0 90) (1!ARmk SIN 0-Self Weight(PLF) 0 to 11'3 3/4" N/A 12.1 1-Tapered(PLF) 0 to 11'3 3/4" N/A 93.7 to 0.0 169.7 to 0.0 Generated from Roof Geometry 1Neyerhaeu5el`NOtes ") �rr� ) �, � �,; S • aA �Dc� n ,, �� ,.' fa,� � � (LS)suSfAiNABLEFORESSfIYiNf7fATIVE' Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values., Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,3locking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyeriae0ser.(fom/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte sotware Operator. Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 Falmouth lumber 42 GUINIQUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumbeccom Page 2 Of 14 C A T R E MEMBER REPORT Level, VALLEY BEAM 2 PASSED ■` 1 2 piece(s) 1 3/4"x it 7/8"2.0E Microllam®LVL Overall Sloped Length: 20' 11/16" < � � 8 :77t a U `.. w� U. 12 0,, 6.36 11'3 3/4" 5'7 7/8" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual ,Design^ResultS� Actual^@ Location�'- .^ Allowetl" _^^ Result " t? LDF",Load:CombmaUon(Pattern} ,. System:Roof Member Reaction(Ibs) 3026 @ 11'3 3/4" 5892(3.50") Passed(51%) 1.0 D+1.0 S(All Spans) ` Member Type;Flush Beam Shear(Ibs) 1450 @ 10'3 1/2" 9081 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 3243 @ 4'5 3/8" 20525 Passed(16%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.055 @ 5'2" 0.631 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0.093 @ 5'1 15/16" 1 0.841 1 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Member Pitch:6.36/12 Deflection criteria:LL(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 19'2"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19'2"o/c unless detailed otherwise. -394 Ibs uplift at support 16'11 5/8".Strapping or other restraint may be required. �Beanng `Loads to S6006�r6(lbs) .Supports ?otal 'Available` '-"Requiieil� peadSnoweCTotal,'' Accessones° 1 Beveled Plate-SPF 3.50" 3.50" 1.50" 677 983 1660 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.80" 1308 1718 3026 None 3-Hanger on 11 7/8"SPF beam 3.50" Hanger' 1.50" -132 -262 -394 See note 1 • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • See Connector grid below for additional information and/or requirements. Connector:Sim son Stron Tie•ConneC-torrv< d " Support ^:4_ Model ' ''"` Seatl"e'ngth 'Top Nails` 'fi ` °ace Na"iis '4Member Nails Accessories 3-Face Mount Hanger connector not found N/A N/A N/A pN/A LOdas - Lgcadon(Srde),F ,sW(dthr„ (090),.' (445k Comments, , 0-Self Weight(PLF) 0 to 16'11 5/8" N/A 12.1 1-Tapered(PLF) 0 to 16'115/8" N/A 140.6 to 0.0 254.6 to 0.0 Generated from Roof Geometry 2-Point(Ib) 11'3 3/4" N/A 271 311 Linked from:VALLEY BEAM 1 Support 2 Weye'rhaieusir Ndtn ". - • .. ,,.. ti �-;. . ., .„r.„.�.. b. r^ �raarfi�>"�ka SUS 1iLNABLE.FORESTRY:INt71ATIV€- Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design. professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy Krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 Falmouth lumber 42 GUIMOUISSET RD CATALDO-DIAMOND LVLS.4fe (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 3 Of 14 T C" MEMBER REPORT Level, VALLEY BEAM 4 PASSED Gil r ® R / G 2 piece(s)1 3/4"x 11 7/8"2.OE Microilam@ LVL Overall Sloped Length- 20' 11/16" - + f ,.. o ._ o 12 r° r fva vv t 6.361 11'3 3/4" 1, 5'7 7/8" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual ,DeA1gtt.RCSUItS,ai ,Actual, L"ocatron -Allovred�a?Result r r nLDF=°`Load Comtiiiiation(Rattem)w ,y System:Roof Member Reaction(Ibs) 3577 @ 11'3 3/4" 5892(3.50") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam 'Shear(Ibs) 1450 @ 10'3 1/2". 9081 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 3243 @ 4'5 3/8" 20525 Passed(16%) 1.15 1.0 D+ 1.0-S(Alt Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.055 @5'2" 0.631 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0:093 @ 5'1 15/16" 1 0.841 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:6.36/12 • Deflection criteria:LL(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 19'2"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19'2"o/c unless detailed otherwise. -394 Ibs uplift at support 16'11 5/8".Strapping or other restraint may be required. ' Beanng Loads tb Sypports(Ibs) ,v4sR::a ;' , i 'vas..a F tea. '�d^,°`�` �, i3 SUppOrts , ,, Total k ,Available Reg6ired 1 dead„r,,'a Snow ,' a.Total nAccessories a Mi:Lix 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 677 983 1660 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 2.12" 1521 2056 3577 None 3-Hanger on it 7/8"SPF beam 3.50" Hangers 1.50" -132 -262 -394 See note • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • s See Connector grid below for additional information and/or requirements. 'Connectorb Sinn" 'son Stron'=Tie COlnectors , ,� u .�. Support �' a Model Jf p,Naiis ��,�, _ eFace Nails. r_ x,� Member Nads w Acce�sorres a 3-Face Mount Hanger Connector not �� �g found N/A N/A N/A N/A Tributary Dead Snow rv,a�m, �,, Pr n � Lire Loads r Location(Side) uuidtii (0,go (i.> eo""n merits 0-Self Weight(PLF) 0 to 16'11 5/8" N/A 12.1 1-Tapered(PLF) 0 to 16'11 5/8" N/A 140.6 to 0.0 254.6 to 0.0 Generated from Roof _Geometry 2-Point(lb) 11'3 3/4" N/A 484 649 Linked from:VALLEY BEAM 3 Support 1 Wzeyerhaeuser,Notes ro .tr ;q z f, � m pAn v k t» ni n aan y J�;)SUSTAINABLEFORESTRYINITATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdicticn.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rini Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyer5aeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by forte Software Operator } Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 42 GUIt QUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 4 Of 14 M - MEMBER REPORT Level, VALLEY BEAM 3 PASSED 2piece(s)1 3 4"x 11 7 8"2.0E Microllam@ LVL Overall Sloped Length: 13'7 7/8" .:; >: o .. ,�. - ,� ti � 0 12 ',m 0Ps 6.361 11'3 3/4" 1 2 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual De$IJn ReSU�tS,„„ Actual,®Lowtron, ;; Rlbvtred." Resulti,,nhti aLDF, ,Load.'Combinatiori(Pattern) 4 ,,. System:Roof Member Reaction(Ibs) 1134 @ 2" 5206(3.50") Passed(22%) . 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 813 @ 1'2" 9081 Passed(9%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2374 @ 4'11 3/8" 20525 Passed(12%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.042 @ 5'6 1/2" 0.631 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load DeFl.(in) 0.075 @ 5'6 11/16" 0.841 Passed(L/999+) 1.0 D+1.0 S(All Spans) Member Pitch:6,36/12 • Deflection criteria:LL(L/240)and TL(L/180). - Top Edge Bracing(Lu):Top compression edge must be braced at 12'10"o/c unless detailed otherwise. - Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'10"o/c unless detailed otherwise. w ,mar q Aray aloads to Supportsa(Itis) ti "ry;,» �f;r�um ": Jy _ r,," ro �a „- ,„ 'n19FR �sa3':� Supports Total°` AvaHalile' Required Dead Snow Total AccessoneS� 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 484 649 1133 Blocking 2-Hanger on 11 7/8"SPF beam 3.50" Hanger' 1.50" 271 311 582 See note r •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. rrQ,I111eCt01•-Slfil SOf1.Stroll ?;Tie Support „s,Motlel Seat Length lop IVgjla d ,a,a, Face Nails , jflerriber fVallga ,Accessones=., w Via, ., ,-..�. ,. .: x 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary ' Dead Snow LOaiIS ' Location(Side) iNrdth 0.10 (15) Comments 6. a' " 0-Self Weight(PLF) 0 to 11'3 3/4" N/A 12.1 1-Tapered(PLF) 0 to 11'3 3/4" N/A 93.7 to 0.0 169.7 to 0.0 . Generated from Roof Geomet 1Npygir aeuser lYotes „a ,."c b a•, a r {Ij)5U5TAIfJABtE FORESTRY.IfJtTtATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator- Job Notes 5/6/2019 7:49:38 AM Jeremy krauss - CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber _ 42 GUIMQUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUI ,MA jeremyk@falmouthlumber.com Page 5 Of 14 C B9 '4 C MEMBER REPORT Level, RIDGE BEAM 5 PASSED r O 1 G 2 piece(s)1 3/4"x 11 7/8"2.0E Microllam@ LVL Overall Length: 16' 0 # U All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual . Design'Results' Actual b Location' Allowed` ResultLDPt.oad fombmatwn(Patter) System:Roof _... K Member Reaction(Ibs) 2977 @ 2" 5206(3.50") Passed(57%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 2500 @ 1'3 3/8" 9081 Passed(28%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 11417 @ 8' 20525 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.353 @ 8' 0.783 Passed(L/532) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.548 @ 8' 1.044 Passed(L/343) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:ILL(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 12'7"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'o/c unless detailed.otherwise. r r Bearing'.„h ),Loaoadstd Suppdrts,(Ibs) ,,tii8i}( aw!i Supports Total Available I Requiredq _oead.-, Snow1 x Total 4 ,nAccessoiies' ;f "b _ ll 1-Stud wall-SPF 3.50" 3.50" 2.00" 1057 1920 2977 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.00" 1057 1920 2977 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary �* Dead Siww l Odd,5,4x Loptidn,(Side),, ,UdMth3 (0 90)y 1 rC6mnents� ,piii 0-Self Weight(PLF) 0 to 16' N/A 12.1 1-Uniform(PSF) 0 to 16'(Front) 8' 15.0 30.0 Mass default snow Weyerhaeuser Notes ~ ,, susTzuNdaLe FORESTRYINITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator i Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 42 GUIMQUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 - COTUIT,MA jeremyk@falmouthlumbeccom Page 6 Of-1.4 r® � T MEMBER REPORT Level,RIDGE BEAM 6 PASSED I� 1 2 piece(s)1 3/4"x 11 7/8"2.0E Microllam@ LVL Overall Length: 16' }, + - + ( �{ 12' 4'� . L All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design,`Results Actual;f�Location " a/llbweif iResult j $' L`DF'wLoad Cd`inbmationr(Pattern) -, System:Roof Member Reaction(Ibs) 4672 @ 12' 5206(3.50") Passed(90%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 2209 @ 10'10 3/8" 9081 Passed(240/6) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -5087 @ 12' 20525 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.071 @ 5'6" 0.592 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASO Total Load DeFl.(in) 0.109 @ T 5 15/16" 0.789 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Deflection criteria:LL(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 16'o/c unless detailed otherwise.' Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'o/c unless detailed otherwise. -788 Ibs uplift at support 15'10".Strapping or other restraint may be required. Bearing Loadsli,toSupports(Ibs) Suppo„ t'` ''�° ATotal'x 9 r Available Repaired` Dread 5 owl ^T,otal , or i 1-Stud wall-SPF 3.50" 3.50" 1.50" 651 1187 1838 Blocking 2-Stud wall-SPF 3.50" 3.50" 3.14" 1659 3013 4672 None 3-Stud wall-SPF 3.50" 3.5V 1.50" -196 58/-592 58/-788 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. n, Tribute ttw 1R Dead Snow tl„s;. T « " LOaaS Location(Side) Width _ :- (090), (1.15)„ Comments 0-Self Weight(PLF) 0 to 16' N/A 12.1 1-Uniform(PSF) 0 to 16'(Front) 8' 15.0 30.0 Mass default snow Weyerhaeuser Notes � 1 s> W •�,.,. {Ig)SUSTAINABLE FOES17ryaNiftATIVE .>: .�. 'T' ARK. _°. , ...�-0 -, .. _ Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided.by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM Jeremy krauss GATALDO-DIAMOND Forte v5.4, Design Engine:V7.1.1.3 falmouth lumber 42 GUIn40UISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 7'of 14 ed]C O R Y E" MEMBER REPORT Level, RIDGE BEAM 7 PASSED ■ ! 3 piece(s) 1 3/4"x 16"2.OE Microllam®LVL Overall Length: 22' ,T � + 0 0 _ i ti�c 6( 4...... . 22, All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual >Deslgn,Results» '° , x 'AcEuale'C�Locaborf# PAllowedfl�d iReultTi ,UDF Load,Combmalron(Pall m) System:Roof Member Reaction(Ibs) 6162 @ 21'10" 7809(3.50") Passed(79%) — 1.0 D+1.0 S(All Spans) Member Type:flush Beam Shear(Ibs) 5245 @ 1'9 1/2" 18354 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 32618 @ 11'1" 53672 Passed(61%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.511 @ 11'1" 1.075 Passed(L/504) 1.0 D+ 1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.802 @ ill V 1.433 Passed(1-1322) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 10'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 22'o/c unless detailed otherwise. 8earingzLMds to Suppo4 t ,•a as SuPPo . re.. ,nr, +,n m Total , Ava(lable Required ',N Dead ,Snow M,NyTotal„ .Accessd�ies x -1-Stud wall-SPF 5.50" 5.50" 2.80" 2267 3990 6257 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.76" 2232 3930 6162 1 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. vk botai} Dead LoadS Location(Side), Width � , J9u90)� (115) _ Comments 0-Self Weight(PLF) 0 to 22' N/A 24.5 1-Uniform(PSF) 0 to 22'(Front) 12' 15.0 30.0 Mass default snow We N,oteS.,.g <,4wow,x m.:a a ,u "..,, ^° i r ,?u?= f (dS}5U5T0.1NABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 42 GUIMOUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@faimouthlumber.com Page 8 of 14 ® ® T C C MEMBER REPORT Level,RIDGE BEAM 7A PASSED I� �l 1 G 4 piece(s)1 3/4"x 16"2.0E Microllam@ LVL Overall Length: 16' 9" v t7 16' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawl ng is Conceptual DeSIQII Results Actual @ LocaDon! - Albwed, Result„.". LDP load 6,ppmati ►8) ,d y System:Roof �., Member Reaction(Ibs) 8750 @ 2" 10413(3.50") Passed(84%) 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 7819 @ 1'7 1/2" 24472 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 30273 @ 6'1 5/8" 71562 Passed.(42%) 1.15 1.0 D+1.0 S(AII.Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.201 @ 7'11 1/2" 0.813 Passed(L/968) 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.330 @ 7'11 5/16" 1.083 Passed(L/591) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 16'9"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16 9"o/c unless detailed otherwise. Member should be side-loaded from both sides of the member to prevent rotation. Beant,9, `lo ins two$Op (ibs) 1 'ii m Supports Total ,- ,Available Required ' v Dead ' ,',SngW _ T,otal „ ACc ssoriesmo 1-Stud wall-SPF 3.50" 3.50" 2.94" 3443 5307 8750 Blocking f 2-Stud wall-SPF 5.50" 5.50" 2.04" 2317 3762 6079 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. "fri'Sularp `' Dead Snou4 ' LOddS: Location(Sid ,"Width � � (0 90�) �b,(ll l5) Comments - 0-Self Weight(PLF) 0 to 16'9" N/A 32.7 1-Uniform(PSF) 0 to 16'9"(Front) 12' 15.0 30.0 Mass default snow 2-Point(lb) 4'(Front) N/A 1521 2056 Linked from:VALLEY BEAM 4 Support 2 3-Point(Ib) 4'(Front) N/A, 677 - 983 Linked from:VALLEY BEAM 2 Su rt 1 - rlldeUSCC fl`OteS (ISJ 5USTAINABLE FORESTRY INmANVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 42 GUIMCUISSET RD CATALDO-DIAMOND LVLS.4te (508)549-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 9 of 14 F O R T E" MEMBER REPORT Level,HEADER 8 PASSED rill■ ` 3 piece(s)1 3/4"x 7 1/4"2.0E Microllam@ LVL Overall Length: 6 6" 11 6-6- All locations are measured from the outside face of left support(or left cantilever end):AII dimensions are horizontal.;Drawing is Conceptual Desig6 Results = Actual,6location•- Albwed.. Result, LDF jLoad:Combination(Pattern) System:Wall Member Reaction(Ibs) 5670 @ 1 1/2" 114.19(3.00") Passed(50%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 5554 @ 10 1/4" 8317 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 4894 @ 1' 12273 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.050 @ 2'10 11/16" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Dell.(in) 0,092 @ 2'11 3/16" 0.313 1 Passed(L/819) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(1./240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'6"o/c unless detailed otherwise. Bearing 7 Loads to Supports(Iti's) 1 � .-,�a c ��u , wr�un ( SuppOrtS Total AvaiWble ` "°'°Required Dead,° ".Snow Total Accessor 1-Trimmer-SPF 3.00" 3.00" 1.50" 2337 3333 5670 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 669' 624 1293 None ' Tributary " Dead Snout c tLOadSY'"' "s g r L'Whorl{ 5 dew .'YUidth�$ t 0 90 ;,1:15} ..I�o lme ts'$ix, ( ) _ f.,. ) 0-Self Weight(PLF) 0 to 6'6" N/A 11.1 1-Uniform(PSF) 0 to,6'6" 1' 15.0 . 30.0 Residential-Living Areas 2-Uniform(PLF) 0 to 6'6" N/A 80.0 3-Point(lb) 1' N/A 2317 3762 Linked from:RIDGE BEAM 7A Support 2 ��f� Weyerhaeuser warrants that g p -_ accordance with Weyerhaeuser product design criteria and published design values. ,as.- {Zj}sU5 We erhaeuser Notes . SUSTAINABLE FORESTRY INITIATIVE y the sizing of its products will be in Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design - - professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM jeremy krauss CATALCO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 42 GUIMQUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 10 of 14 F® R T E 9 MEMBER REPORT Level, HEADER 9 PASSED I 3 piece(s)1 3/4"x 7 1/4"2.0E Microllam@ LVL Overall Length: 6'6" s = + , a a o + 0 6-6- All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual DCSI n.Results ..:at« , -vwActual+ LocaY�on" = Allowedr Res41t n `"` LDF fiLoad CombmaGon(Paltem), ` System:Wall Member Reaction(Ibs) 2049 @ 1 1/2" 11419(3.00") Passed(18%) 1.0 D+1.0 S(All Spans) Member Type:treader Shear(Ibs) 11885 @ 10 1/4" 8317 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1801 @ 2'7/16" 12273 Passed(15%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.026 @ 3'7/8" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.043 @ 3'13/16" 0.313 Passed(L/999+) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(V360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must.be braced at 6'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'6"o/c unless detailed otherwise. Beanng :Loads to Supports:�Ibs) SUpportS Total Available: Requir4d Dead Snow Total Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 813 1235 2048 None - 2-Trimmer-SPF 3.00" 3.00" 1.50" 326 528 854 None Triqutary� Dead • Snow LOaf15 Location(Side),_ 1Nidth (0 90)6.` (135) kComnentst�kkiM""; 0-Self Weight(PLF) 0 to 6'6" N/A 11.1 1-Uniform(PSF) 0 to 6'6" 4' 15.0 30.0 Residential-Living Areas 2-Point(lb) 1' N/A 677 983 Linked from:VALLEY BEAM 2 Support 1 We 'rhaeuser Notes . e.. SUSTAINABLE FORESTRY INInATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks).are not designed by this.software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerh3euser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM Jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 Falmouth lumber 42 GUIMOUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT MA jeremyk@falmouthlumber.com Page 11 of 14 C® R T E " MEMBER REPORT Level,HEADER 10 PASSED /� I 3 piece(s) 1 3/4"x 7 1/4"2:OE Microllamp LVL Overall Length: 6'6" A � O O ( I L 117tfr&' 4 7 dMM��a�`Ti.W�J ;' ',( F, All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual ' Des gnr.Results- v Actual @ Locagon E,�If » Allowed:W'�jResylf 1 DF„„ LoadvCombinatiotv(Pattern} m i si System:Wall Member Reaction(Ibs) 1783 @ 1 1/2" 11419(3,00") Passed(16%) - 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1620 @ 10 1/4" 8317 Passed(19%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2963 @ 2' 12273 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.038 @ 3'V 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology NASD Total Load DeFl.(in) 0.062 @ 3'15/16" 0.313 Passed(L/999+) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 6'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'6"o/c unless detailed otherwise. Big (I6t ',p"do 5uprs: s y S,Upgorts• d ,,, I.Totai.: Avadatile cRequired rFD'eadal Snow, d, Total ,�Accessorlesi° 1-Trimmer-SPF 3.00" 3.00" 1.50" 705 1078 1783 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 434 685 1119 None ".,,,,rrr,A• �M inr 00..«,�A ,'ff'tbutary,��."�"*'�Dead L02d5 (Rft'�n� �! r tr (0 90)4c'.,ti t.s.(1 15} comments 0-Self Weight(PLF) 0 to 6'6" N/A 11.1 1-Uniform(PSF) 0 to 6'6" 4' 15.0 30.0 Residential Living Areas Y - 2-Point(lb) 2' N/A 677 983 Linked from:VALLEY,BEAM 9 Support 1 WeygrhaeuserNot s „ ... ,. �t a�rte tz�... ; ., 'fix {8$)SUSTAINABLE FORESTRY INITiATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator " r rte Software Operator Job Notes 5/6/2019 7:49:38 AM emy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 mouth lumber 42 GUIMOUISSET RD CATALDO-DIAMOND LVLS.4te 8)548-3227 COTUIT,MA emyk@falmoulhlumber.com Page 12 Of 14 C A R r C' MEMBER REPORT Level,HEADER 11 PASSED I� L/ 1i G 3 piece(s)1 3/4"x 7 1/4"2.0E Microllam0 LVL Overall Length: 9' <. ._. .._ _, -,.. U 0�� 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontaI.;Drawing is Conceptual ,D,eslgn,Results;, AGtual(�Locationf ��Allowed,I �, Result 00gwv LDFa Load:combinationa(Rattem)r Gb9 �� System:Wall Member Reaction(Ibs) 1265 @ 1 1/2" 11419(3.00") Passed(11%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1025 @ 101/4" 8317 Passed(12%) 1.15 1.0 D+LO S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2690 @ 4'6" 12273 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.076 @ 4'6". 0.292 Passed(L/999+) --• 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load DeFl.(in) 0.119 @ 4'6" 0.313 Passed(L/880) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(5/16"). Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'o/c unless detailed otherwise. Loads to SnpporLs-(IbS) rWm'iy;+'vg _ SU001t5 , Total Avadabie Regwred w W Deady „ S.flaw �wxTot ,a„ Aaessones,'_ .. 1-Trimmer-SPF 3.00" 3.00' 1.50" 455 810 1265 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 455 810 1265 None t,,,eax, ss �.,,. ,. s sw aa.«r-����swTaaF,�butarYrs Dead�� r;acar�:S110W+" d{ .: '•,,�,*;.:-aas�,. Loads lowtron(side) Width (09OJd (y115)a C mm oents.,_ .. a m 0-Self Weight(PLF) 0 to 9' N/A 11.1 f-Uniform(PSF) 0 to 9' 6' 15.0 30.0 Residential-Lving Areas Weyerhaeuser Notes,, SUSTAINABLE EOREStlW INMATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �{ Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator t a Forte Software Operator .lob Notes 5/6/2019 7:49:38 AM Jeremy krauss CATALDO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 falmouth lumber 42 GUIMaUISSET IUD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 13 of 14 C O R TC " MEMBER REPORT Level, HEADER 12 PASSED I— 4A 1 G 3 piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL Overall Length: 12' a * ,. �� + o _. . _ _.. 0 =9 *�.x .. 11'6" in All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual .Design R2SultS a:+ ,. F.=Actual<(gl:L"ocatwn'r$,iiiiiii�,Al I llov4diOt 4Result .' ar LDEx rLoad:*Combination(Pattem)t System:Wall Member Reaction(Ibs) 1707 @ 1 1/2" 11419(3.00") Passed(15/") 1.0 D+1.0 S(All Spans) o Member Type:Header Shear(Ibs) 1411 @ 1'1/2" 10898 Passed(13%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residential Moment(Ft-lbs) 4911 @ 6' 20312 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load DeFl.(in) 0.110 @ 6' 0.392 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load DeFl.(in) 0.174 @ 6' 0.587 Passed(L/810) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(U360)and TL(1-/240). Top Edge Bracing(Lu):Top compression edge must be b-aced•at 12'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'o/c unless detailed otherwise. Loads to 5oPPS rts(Ibs 4N SUppOrtS , z Total tt afAvaiWble t i Kequired Dead Snow �4Total�h E rAccessories; 1-Trimmer-SPF 3.00" 3.00" 1.50" 627 1080 1707 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 627 1080 1707 None ,mom ibutarye Dea a r v a F + Tr � d � Snow LOa(l5 L'ocation°(siae), (0.90) " (1:1"5) ,Comments 0-Self Weight(PLF) 0 to 12' N/A 14:5 1-Uniform(PSF) O to 12' 6' 15.0 30.0 Residential-Living Areas We erhaeU t¢ R 3 " .a , ' � _. ra F �J i m a y `ser N' t f�WstAlNA8UFI0'FSTar.INftMve Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable:forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/6/2019 7:49:38 AM Jeremy krauss CATALOO-DIAMOND Forte v5.4,Design Engine:V7.1.1.3 Falmouth lumber 42 cUIMaUISSET RD CATALDO-DIAMOND LVLS.4te (508)548-3227 COTUIT,MA jeremyk@falmouthlumber.com Page 14 Of 14 Town of Barnstable arr� _ a �w Build ing iPost This Card So That it is Visible From he Street-Approved Plans Must be".Retained•on Job and this Card Must be Kept f , rrra�s ,Card_ Posted Until Final=Inspection Has Been Made: E Permit � = 1 llll , ° Where a Certifuate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made Permit No. B-19-766 Applicant Name: Ralph Cataldo Approvals Date Issued: 04/19/2019 Current Use: Structure Permit Type: Building- Demolition Expiration Date: 10/19/2019 Foundation: Location: 42 GUIMQUISSETT ROAD, COTUIT Map/Loth 019-112 Zoning District: RF Sheathing: Owner on Record: GUIMQUISSETT REALTY LLC Contractor Name: RpALPH J CATALDO Framing: 1 Address: 44 COLUMBINE RD Contractor License CS-042721 2 NEWTON, MA 02459-3444 Est. Project Cost: $ 14,000.00 Chimney: Description: Demolition of existing home prior to construction of new home t`i Permit'Fee: p i $ 125.00 Insulation: Fee Paidflf $125.00 Project Review Req: 4 Final: Date: 4/19/2019 _ Plumbing/Gas Rough Plumbing: %Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after`issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in alocation clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. .. ,. Electrical The Certificate of Occupancy will not be issued until all applicable signatures'by the Building and Fire Officials aye"provided on this.permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing , `� Rough: 2..Sheathing Inspection • - --- — ~- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed' Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site �- All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT p a � Final: 03/20/�019 WED 9146 FAX 781 441 8765 �CO1/OU1 J EVE S®U E We Station Drive Westwood.Massachusetts 02090 ENERGY March 2.0, 201,9 David diamond 44 Columbine Rd Newton, MA 02459 r RE: 42 Quimquissett Ave, Cotuit, MA 02635 i Dear David Diamond: At Eversource, were committed to delivering great service. This letter serves as c61nfirmation that, as of March 20, 2019, the electric service to 42 Quimquissett Ave, Cotuit, MA 02635, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. if you have any questions, please contact me at (888) 633-3797. Sincerely, Kristin Sullivan Electric Services Support Center ". i nationalgrid April 10,2019 Maribeth Wadman Cataldo Custom Builders,Inc. 172 East Falmouth Highway East Falmouth,MA 02536 To Whom It May Concern: RE: 42 Guimquissett Rd., Cotuit, MA This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7439 should there be any further questions. Sincerely, Ellen Whelan Gas Connections Rep National Grid 12.7 Whites Path S.Yarmouth, MA 02664 (T) 508-760-7439 OF - f s .... corurr * . ®s 4300 FALMOUTH ROAD, P.O. BOX 451 'COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 March 14, 2019 David Diamond Guimquissett Realty LLC 44 Columbine Road Newton,MA 02459-3444 Dear Mr.Diamond. This letter serves as confirmation that the water service was turned off at the street and the meter has been disconnected to pit located at 42 Guimquissett Road in Cotuit. Please give us a call if you have any questions at 508-428-2687. Sincerely, JeniiYt .Nash Office Manager I Town of Barnstable Buildin9, Post This Card So That it is''Visible From:the Street-Approved Plans Must be Retained on Job and this Card Must be Kept lPostedUntil Final Inspection Has Been Made. Pernllt m �q .N _ �Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made Wherea Certificate of .M_.�.�_-_..�.m.•.•_v_..._�,:.....,..._., .. �.._.�.. ..�b..,.�.:m.m..._-.._ ..�..... ._..� ._..F ...�.. _._._ __..._..... __.,H....__ �.�....�.�. _..._._�. Permit No. B-19-763 Applicant Name: Ralph Cataldo Approvals Date Issued: 04/19/2019 Current Use: Structure Permit Type: Building-New Construction- Rebuild After Expiration Date: 10/19/2019 Foundation: Teardown Map/Lot: 019-112 _ Zoning District: RF Sheathing: Location: 42 GUIMQUISSETT ROAD,COTUIT Contractor Name`:-,.�RALPH J CATALDO Framing: 1. Owner on Record: GUIMQUISSETT REALTY LLC Contractor License CS-042721 2 Address: 44COLUMBINE RD - ��� -�� ` Est. Project Cost: $400,000.00 Chimney: NEWTON, MA 02459-3444 f � A#" Permit Fee: $ 2,165.00 Insulation: Description: Demolition of existing structure, new construction of a 1;456 SF Fee Paid:' $2,165.00 home with three bedrooms and two full.baths,6--front entry porch, ;, ' p Date: ' ` 4/19/2019 Final: a rear screen porch and deck and an unfinished basement per the y , r J enclosed plans a -( Plumbing/Gas Project Review Req: additional smoke required in basement(over'1000`sq/ft) Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by-this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application_and the'approved construction documents for which,this,permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shal(be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for:public inspection for the entire duration of the Final Gas: work until the completion of the same. ' - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required f Service: or All Construction Worka 1.Foundation or Footing Rough: ,..�2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low•Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: - "Persons contracting with unregistered contractors do not have access to the guaranty fund",(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: ��r,� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 0 .�111 I % MEMBER REPORT Level,Floor.Flush Beam PASSED �� 3 pieces)13/4"x 11 1/4"2.OE Microllarnp LVL Overall Length:24' 777, n .3 'eY:.. '., p t i 24' MIJ in 0 l All locations are measured from the outside face of left support(or left cantilever.end).AII.dimensions are horizontal. j Design Results , Actual @ Location Allowed. w Result LDF Loadr Cam binadon(Pattern) System:Floor F Member Reaction(Ibs) 2367 @ 4" 12272(5.50") Passed(190%) - 1.0 D+1.0 L(Ali Spans) Member Type:Flush Beam Shear(Ibs) 2091 @.1-4 3/4' 11222 Passed(190%) 1.00 1.0 D+1.0 L(Ali'Spans) Building Use:Residential 3 Moment(Ft-lbs) 13422 @ 12' 24206 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015. i Live Load Defl.(In) 0.494 @ 12' 0.778 Passed(L/567) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 1.082 @ 12' 1.167 Passed(L/259 1.0 D t 1.0 L(All Spans i Deflection criteria:LL(11360)and TL(4240). Top Edge Bracing(Lu):Top compression edge must be braced at 20'5"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 24'o/c unless detailed otherwise. Bearing Length Loads to Supports'obs) Supports Total - Available Required Dead Floor Total Accessories Live 1-Stud wall-SPF 5.50" 5.50" 1.501, 1287 1080 2367 Blocking _ 2-Stud wall-SPF 5,50" 5.50" 1.50" 1287 1080 2367 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. f Tributary Dead. floor Live. Loads Location(side) Width (0.90) (100) Comments '` l _ I 0-Self Weight(PLF) 0 to 24' N/A 17.2 1-Uniform(PSF) 0 to.24'(Front) 9' 10.01 io.0 Residential Living Areas Weyetitaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values: 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manulactured;at' Weyerhaeuser facilities are third-party ce0 ed to sustainable foresby standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASfM standards.For current evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator t :7 i 9 1 I Forte Software Operator Job Notes 4/1512019 10:17:28 AM Forte v5.4,Design Engine:V7.1.1.3 jeremy krauss CATALDO-DIAMOND I IM imcuihlumber 42GUOUISSETTRD CATALDO-DIAMOND.4te (508)548-3227 CO7UIT.MA jeremyk@falmouthlumbeccom Page 1 of 1 r C GENERAL NOTES: O ook 1. HOUSE NUMBERS 42&52 - 2. ASSESSORS INFORMATION' MAP 019.PARCEL 11Z LOT 154A(/42)&MAP 019.PARCEL III,LOT 1558(152) /�'r ' (`� t;UuND J. FLOOD ZONE.'X(PANEL NO.250001 0752(DATED,A/LY 16,2014) 4. ZONING O/STRICT.' RF go-'/-"' •I. S LOT COIERAGE BY, \ A.EX19RNG STRUCTURES(142). 1.506 SF./20.420 S.F.-Z4X / �,�,� 0.EXISRNG STRUCTURES(/52).,Z530 SF./Jg663 SE-/29R / �✓.�t]' FWNDI 17 s- _ G PROPOSED STRUCTURES(142).2.185 SF.I 20,420 S.F.-Tali 6. TOPOGRAPHIC INFORMA BON COMPILED FROM AN ON THE GROUND SURVEY L 7. ELEVA RQVS SHOW ARE BASED ON NORM AMERICAN VERTICAL DATUM I988. / % ` srs]Fu FWND 1 LOT 754E �/� ]c•G/E ,/'n/ M\ L6SLBY A. &DAl'1D L. SDUZA LEGEND '0 "A Q h ., .... JJ F -- a2---- O EXSTING 2'CONTOUR ] t .0--— EXISTNG III'CONTOUR r 'SLID EXISTING SPOT ELEVARQV- �1• ' •]I `'� ' � � PP EXISTING URLIrY POLE FWND O CONCREIE BOUND '41/ AYR k LOT 154.4 6 ,20,420Y S.P. / l �4 14 FdIN -S 2'-0,, I 1 210.57Ip- ' W NM k GAP III I iOUND FL 3202' 1 LOT 155E 1 - ✓ V) - f9,669.f-SF ao• /i/'�/'/ nwnokMere_�'.o.' r0 I � A "K°2t"` W f 6 f Z) SITE PLAN ' OE C I 0 FOR ; qa GUIMOUISSETT REALTY, LLC & ;j ! e\ R,p `G SARI TA H. BROUWER 31.3 - ]�? ' Aol' ax4TEo dVAsv Lasr AETTy / RACN 's>iFD:� s \` a PAVED DNrvEwAr #42 & 52 GU/MOUISSETT ROAD - C6/0 cxaEi COTUIT, MA FW1ID ]5� 65232.30'W 2 01 ]� LOT l55A 1 �3D 2} Scale: 1'--20' Date: DECEMBER 17, 2018 Ham, 'r �� t BL/ZABBTH A. Z/TO Karwick &.,Associates Inc. j oRAxv Bn cM.,R.Lw oATc'1ap7/le_ - 69 County Road Box 801 0- m +o North Falmouth, Mass 0.2556 - I o¢aiEo er. sarr]a-1 - F '(506)569— 7777 surer/elnv_m/EET I CAD FILE Naee m6a56sPonc t. v► '/1/1 JOSS-�`� _� �' � � ti't-l�i Cam' ,o TES: � �A & 52 V. MAP 019, PARCEL 112, LOT 154A / %P CB (#42) & MAP 019, PARCEL 111, LOT 155E (#52) / FOUND NO. 250001 0752 J, DATED JUL Y 16, 2014) o% ' X- 4 /QQ' (1142): 1,498 S.F./ 20,420 S.F. = ZJZ LOT 1548 //��h6 MAG NAIL BASED ON NORTH AMERICAN VER77CAL DATUM 1988. 1V�F. / � C N'. FOUND B /�x lu FOUND LBSLIs'Y 14. � AA YID L. SD.U214 P A A1Y 1(NOli2EDGE, THE STRUC77/RES / �'�� 0110W AS THEY EX/ST ON Tfi'E GROUND". �N of Mgssq i O G cA � GAftY S.LABRIE CB 0 -� FOUND No.aooss U . A 1 O GIST STE AND SURVEYOR DATE s ` VLAND 5 . V 31.5 Q ro %RES ARE LOCATED /N FLOOD HAZARD ZONE 'PANEL NUMBER 250001 0752 ,/AND THAT (� OT A SPEC/AL FL 000 HAZARO ZONE. EMSTING FOUNDATION 32.2 / 38.7' w . � o 4NO SURI/EYOR OATS o LOT 154A M o ArIF N 0 G'UIMQUISSETT v RE LPY, LLC , 20,420 b S.F. 32.2 . Q 06 N N CB DISC C O FOUND ONC. S52 52'30"W 216.5T BENCHMARK: NAIL & CAP EL. 32.52' LOT 1558 FOUND N/F' W (n S"ITW H. BROUMER, F--r-7- o r n