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0026 OLD OYSTER ROAD
ZCo 6k�. C�s-F�-,e_. �� - cuC-b�u rr /Ns� Somas A,FO 40 2 Town of Barnstable � Buildin s DAM�� Post,This Card.So That it is Visible From the Street-.ApprovedyPlans Must be Retained on Job and this;Card Must be Kept AlILK "'^- Posted Unti! Final Inspection Has'Been`Matle. Permit e3;9,�� Where a,Certificate of Occupancy is Required,such Bui 1 llll 1 q. ldin shall Not;be Oceupied�untit a Final Ins ectio_n has been macJe g. p � Permit No. B-19-3082 Applicant Name: GREGORYJ CLANCY. Approvals Date Issued: 10/25/2019 Current Use: Structure ts.. Permit Type: Building- New Construction-Rebuild After Expiration Date: 04/25/2020 Foundation:° I �l Teardown Map/Lot 036-001 Zoning District: RF Sheathing: Location: 26 OLD OYSTER ROAD,COTUIT - - W V_ Contractor Name:_~,.GREG CLANCY CONSTRUCTION Framing: 1 ` Owner on Record: ROGERS, RICHARD A&JACKSON,SUSAN B INC. 2 Address: PO BOX 527 _ Contractor License:'178596 x Chimney: COTUIT, MA 02635 i --Est. Project Cost: $300,000.00 Description: REBUILD SINGE FAMILY-3 BEDROOM HOMEBASEMETN.700 SF i, .Permit Fee: $ 1,630.00 Insulation:b� Zl l$ Z o FINISHED WITH FAMILY ROOM W/BATH NO BEDROOMS Fee Paid! $ 1,630.00 Final: j Project Review Req: Date:' 10/25/2019 Plumbing/Gas Rough Plumbing: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte All work authorized by this permit shall conform to the approved application and thefapproved 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 with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street.orroad 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 for All Construction Work: »' Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection I 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). t._ Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �¢ Final: ,. S rce� .�� ,. Town of Barnstable Building s �� {LM Post This Card,So That it is Visible From the Street-.Approved Plans Must be Retain..ed onDAMSr !ob and this Card Must be Kept .. Posted Until Final Inspection Has Been Made. r 1 Permit Where a Certificate of Occupancy is Required,such Building shall'Not be Occupied until:a FinaHnspectiori has-been made. Permit NO. B-19-3081 Applicant Name: . GREG CLANCY CONSTRUCTION INC. Approvals Date Issued: 10/25/2019 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 04/25/2020 Foundation: Location: 26 OLD OYSTER ROAD,COTUIT Map/Lot: 036-001 Zoning District: RF Sheathing: Owner on Record: ROGERS, RICHARD A&JACKSON,SUSAN'B Contractor Na e GREG CLANCY CONSTRUCTION Framing: 1 INC. Address: PO BOX 527 ., 2 --.Contractor License: 178596 COTUIT, MA 02635 Chimney : Est: Project Cost: $ 10,000.00 Description: DEMO SINGLE FAMILY Permit Fee: $ 125.00 Insulation: r Project Review Req: Fee Paid $ 125.00 Final- Date*' 10/25/2019 ' ' Plumbing/Gas Rough Plumbing: 4 Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.. Rough Gas: All work authorized by this permit shall conform to the approved application and the€'approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and st pctures shall 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 work until the completion of the same. / Electrical `II Service: 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 for All Construction Work: g ." Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �� tl— Im Application Number... .. ................. ..................... MASS. BUILDING DEPT, Permit Fee.......................................Other Fee:....................... 039. • SEP 2 3 2019 Total Fee Paid... ........ ....... ... ....................................... ...... To VVIV OF 8"'VSTASLE TOWN OF BARNSTABLE Permit Approval by......... ... .................On..... BUILDING PERMIT 03(0 CMG Map....................................... .Parcel................... ......................... APPLICATION Section 1 — Owner's Information and Project Location Project Address /C— RO AL Village CO 7 Owners Name-_ ao7c-0-3 41 5%JSd%^ Z9kC- kS%$e% OwnersLegal Address 2(v o y S+C1 City State 1M4 A- zip 0,;t (0,3# g- Owners Ce ((T7 q ) qq Cell E-mail r Ck rZ 15 e-r S. Section 2 —Use of Structure Use, Group— F-1 Commercial Structure over 35,600 cubic feet 0- Commercial Structure under 35,060 et e Single/Two Family Dwelling cubic f Section 3 - Type of Permit 1'New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment Sprinkler System ❑ Addition E] Retaining wall Fj . Solar El Renovation El Pool D Insulation Other-Specify Section 4 - Work Description C) 7- 9-eeul�4 IV- Itlew c-dyy7-2/4A 22, PUIP-C D ht , e- ' e- IT flf?yl RO a4VA W Last undated: 11/15/2018 ^ } Application Number..................................................... Section 5—Details a Cost of Proposed Constructioni 30 0', TKO Square Footage'of Project r1ga-SF Age of Structure Dig Safe Numbef 7A 6 d;f, # Of Bedrooms Existing :3 Total#Of Bedrooms (proposed) 3 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM'Checklist Design Section 6—Project Specifics 21 Wiring ❑ Oil Tank Storage N v 'Smoke Detectors Plumbing '' 9 Gas pie w ❑ Fire Suppression /V Heating System ❑ Mas`oniy Chimney Ab ❑ Add/relocate bedroom /U0 Water Supply '�g Public , ❑ Private Sewage Disposal ❑ Municipal On Site Historic District NO ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:�A yoSS/� I am using a crane ❑ Ye No t Section 7—Flood Zone I' Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use D'i:U�c,uNt� Lot Area Sq. Ft. 3' / SP Total Frontage Percentage of Lot Coverage 9S # of Dwelling Units (on site) j Setbacks Front Yard Required 30` Proposed 6c 6 Rear Yard Required /S Proposed 7 Side Yard Required Proposed 3 Has this property had relief from the Zoning Board in the past? ❑ Yes 'No Last updated: 11/15/2018 i Application Number............................................ E - Section 9-.Construction Supervisor Name to r e, < <c...c Telephone Number Sy Q1 . 2 6 S", �-(� 11 Address 21 C 1;z, -o . A ve. City r I State M-4 Zip O 2 -';N d License Number CS— O B 5214} License Type C S L. Expiration Date 3 Z-2 21 Contractors Email re!!) c 4) t o,H c ft.%+- e*46 f Cell # S"b' . 2 to s• c 1 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation req ' 0 CMR and the of Barnstable.Attach a copy of your license. w Signature 4 f; Date • -q'��xs�� 7 Section 10—Home Improvement,Contractor c'c�A Name /� � R �� Telephone Number 5y 2 6 S": q 4 /l Address 21 C 1 i City State 4 Zip D 7- Registration Number 17>a S 9 b Expiration Date S L'I 42 a I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required b 0 CMR and the Town of Barnstable.Attach a copy of your HIC... Signature Date Se 'on 11 -Home Owners License Exemption Home Owners Name: Telephone Number 11 ork Number I understand my responsibilities under the d regulations icensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Bull ' ode. I understand the construc ' inspection procedures,specific inspections and documentation required b CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date T 1 1 -7 Print Name �re., G(�.. `,, Telephone Number 8 , 2 10 S. ti. , c. ac�'• E-mail permit to: re� q @ coM c ^ -t( a,.�.� Last updated: 11/15/2018 • i Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ _ , r � M Conservation ❑ ' . For commercial work,please take your plans directly to the fire department for'appro6l, Section 13— Owner's Authorization i I, c.k Qa' t , as Owner of the subject property hereby authorize 6'r4 , C ts.. to'act on my behalf, in all matters relative to work authorized by this building permit application for: o,� s� 2 C-I (Address of job) i v Signature ofllwner date J ` Print Name j a i r I i i i ' f Last updated: 11/15/2018 i f a�gZZri€n O o ON z=����N,�a Tal o 0 0 0 - wN_, m rr oE�KrN� FRONT ELEVATION} ---------------------y orE ..j Q W9NDOWSCHEDULE w.tarn To ae�anrosrre ' e -' r w+rtsee� ri rr r, rr i r r i xo. wiairncm,aen _______________ _ oounexuu wmw zo,a z IB, Barnstable Bldg. Dept. t Y Approved by:—� °w p xs� axs OcensH xua DOOR SCHEDULE a w 'Z Permit #:��LCl— 30 ° w o o N y o 0 of W w 0 q5 �rr� E� � OR REVIEWED G Z c thou �uLi7tIuG OEPT. DAT T01 W rr r .m....e..an SGY d' ti O�9 ,®, IRL OEPAR I NIENI DAT LEFT ELEVATION �,9 0 -H TuRES ARE REWIRED FOR PERM TING '4/�j�,T SHEET rr I ------------------------------------------------- I, . -- son>m nn m,Eam�xn.sr,1¢eu.wvowoAla flowvwNmrve ISAW ,e-,w Tnene T ] O 2 f y O // � LLLLLLI HUI r, r� e/ AIRe1 AN--— --- ---- — --- — —-- � r � - t0 "-------'" - -- ------- - -- ------- --------------------- --- € a REAR ELEVATION „r5 2 oUo r.a P,�E TRH^ w a z $ rc rnwou O a uj of o 0 a W w W 117-7 it � A RIGHT ELEVATION �® SHEET A.2 12 menoanenmmox r.H.s.reaunomocmeriw^mxmozwe 18-190 ]2&18 0 p€ $ s A B m sSppg�� A.6 A.6 Dx ,� - a DECK N— o�,�slDE 9 sT<P I `l rwuvui �.uareD - Ice���xD 1 -- --T. Raa u v s 4 M,ASTER BEDROOM s m DINING iAe"eoie ° •® -E-- �r -- Er 5 a K PKr. a P a W R - �EDrr OPEN TO/ q ac < M . VE: B TH § Y 6 U w ' Z w USING a ° D L�� ENTRY u a ° 0 Dxa a..c w exa.0 -------------- <F—MREDaPOR nwicECErECTOR p STD ® DOEOHowOE OEfECT MCTIXi LL PP[D wriv ttP. ® HFAT pETECTOR SQUARE FOOTAGE General Notes q a C as � inp AB A.8 A.6 mlronc°Bmwoa Nau mom BORE: w4m0e.lxbrmon probe e'uN6r. a < tla•=10.0 Oo216 IB'e.c. unbu amerniu mlm. SHEET - imamr.x,mma.ha taa.G :a�rao" " marr�a,aa,wia� A.3 12 priPrro PNoxnO.� PROJECT n41E: ' we moweon ewnox xn.nn2 eunomocooellw mrxwlxRawve 18190 ]26119 g� E 1.1 w 2� o $ Vi �yh�hyo a D �V m cLL z q.8 m -------- --------------- 6 Pogo BATH .— —— -_ ----— ch -�y b• AT-ne s.e. ----------- � '6 I $ ❑ BEDROOM 3 a j BEDROOM �J OPEN TO Al NC a. ITW o LOFT __._._ _ Q z w"` wo or wnu o W m O O U h 1 a �W� w E° a of a � z " _ 3 ` a Of O O LL O Z O AB A.6 q.8 0 2 SHEET AA 12 P9a6�T: a� 18190 T/t6/19 E 5�� 9g €E 6yy6' yy A B A6 A.6 A a� A w mmm�� p Q ------------q o gamma O� I I ►. o s= � i O O O a - ¢ • e m ® LL tt t � ' CL----------- ,. ' 9 wHcw", - UTILITY/ wwq� BATH BASEMENT 3c s.6.(a - E 3a � e AT11 b V r ___ - ______ _______ ______ —�—— s ec O U w FAMILY ROOM S O wtfreo.<oo�Eo o n N o 0 wm+ wKou z - 5 a f- z w w w y m A.6 A.8 A.6 SHEET A.5 12 imp 1.11«,n,,.ar�re w<<wo<oo: w wmo:o�e teneo �rzen6 8�ns EAOEX reuse AB A.8 A6 E6E°E�E$ �e SSm 2 pE'OTTZ, naBPWee mmmm TIP_ wPPOR� PosT TrP. o g a I II I II d r I II — U i II u,4$ n It PTx•.e•eEaEX 's ��' LL I eoereo ro air,�wsT"� I o F ve' FA.Boei9 Ie•o.e. A.6 r c FOUNDATION NOTES >a,I rw A--w.us T FEOwcr�`tee,E."T° _ 5reP ILi I. roue rya+wau ro 5E c w.�^ ,T�����_._ ��_.� ___ ___ — ,., s EP16enrE wA Ea a ewsu I'; v—III u. 36 0 oEe%a+.iicr�ovs. �• ' � � _` ovcXETe uo uPosr ,,, ' 3oonvasE rema—°RE uvoEReAu muEc Pee m s. ' E iv <.r r III - E.a°wra'rrsw`"ger wrpil+Ts`wi•IOEEP AT meu1.uNE5. rzAcroX ro PRo+�oE Evr—11ATIOP.s P—PIo 5T a ° vr suv a rARl.r coNCXEre rwr�v III Po�rlve coce rw�vmws oa�ecu,wcAi�E" ".eXAVEe e o TIP. —"OUT III PasT _ �; U E f e -- vl:usv .i I. n'-"• n P __P=:_ I suPE TUAr Aeu Ewvw.nw woos ruwrAiu o III u _ �, PACTw P"os`rT, i e s r rrEv Nv PUTEs AT eEAv vo ro�Nrs ar 5-1 'T., __ III II •-�r ___ A w+e Z oa.w ves Eow eae.r ws aE uc sr6ueruBu II _ c u�Ns. O h I� z.rs� II -I r,•.0 r,eve R_{I ru I c"a I 9 If—w Fw FIOR . uE vESPovsiei 1Tr of TUE U S AT E1vePl.Ace `tee P I 9 roa w,ve oes�cvez sEcone T e U U rc �eReo a P°r W �w BASEMENT p c na vAPax IETAI II ttcou V = ` W l o 0 II coNCB"er'OE"poor " U L T II II _ es BUILDING ASPECT RATIO L/W 3 O 52736=1.44 ^s�'•^PeATe wAsveX z b 0. Z Dais Nor(eN " ooT�wo O _ o .o j 0 OR- LL a W A w3ri' PurE 6 6GLE3 a l/<•A1 ' A6 wASUEX. A.6 A.6 9XEET 1A.5.1 12 5 ate: 16180 ]El&1B <�<aErE HALL zn E Ingo A.8 ATTIC .—A o A.8 �T I—E I E__'L'"�l ��;3 a —IE IE- OM 3 —T 'L -—PLO---�'%"P- r z —1 9A' I T— 0-1 �I —A 7 w6 XIT 11T iusuunnav r E3 —.4 3--.—E. a -E�Ef BASEMENT WALL g A.8 @ FINWHEDAR� �— R lO OIL. SCALE I'-1-e' 1. 11 IT.1 A.7 6L vu• TE. M ad L, 11 IT FL—POR-OtT,t---2 LIVING KITCHENIT-D—11TE11111 _IT E &Raw t A.6 4w —T,wn 2 I ATE,a— \ — .. -IILL — 10 .-LE I;S 1 1 UOl—A T -T 7ILITIYI/I T_ FAMILY ROOM n I- E .E BASEMENT .oa KATE= M or I—El aoa� AJ ACI ITT IE.I IE— ho.s_Wept sue. .. —1 TOP OF Il.- IT-- SECTION —E 1.1 11TE lElT SECTION 2-1%'-' SCALE:114—V� SCALE: 1- EII——E --------------- 2.1 IE—�11— z IME Z A—T—AL ITTLI 2 e -H------------ �E _LT w L, .. —TU.L ITTLe =T,T Ts T, 'I.ITLT "I I'll w ITI Vlo... -LIUI-IA O Q R 2 CEc LOFT �AF— I w =".11ATT11 u) rc A_ Ill of ATTIC 11T 0 af I—D FLcWT 5ED, —1—-ULl Ill IT z IT. "ZWET:=TT". o TE.TO o, 0 DIA,—1 11- PrSTER MASTER ��65TIIG——nsrsTERIALI PORCH rN—TR BEDROOM 907 BEDROOM Lu an 11 111 1/ V III U) ILI FL--u us tea' -2--1,1. —E� POOT E.0. ysEaas I.L. co IE 3N- 11.——.E 6—T—1-1=El =Trwr J'UTILINTYI ,Z�E 1 211,�l Al U F MTAI.�l—1— —TAl. —E—E BASEMENT scuE: 0. NT I nL V-A—a R L'- paws a� --TE 1.1- SHEET =,eLT' "FT 111. _sue '11��2 ILI I I I '17 DZ�—=RT= E SECTION B-Bo—ME,TAL-,— 5� SECTION C-C I T"X t$ 8 °RSP SUL° raNS fill 111 E I f c x"NT Ml, '-T a,e E 1= I- 9 w amm II1�I—�I Arl <wEa.NaN.LE°TTPU° ate � P �cRErE Sue III-1�I— � ...'..•iueE SrEE�w°� P a�, .L .'o PEo w; a �,T w, 5r5 PL.,.E z= . I..° w�+r�eP.aN4� O i—III=1 l� R n a5T5 -ILL�o�:a"TO-TERM""� , 1 I 1=1 I I�A Fa°r Na Na N�T Ke 5 III=III a,K N. °R e.eroP ' ' r Tr. r nr I II11. N. B5a N,�.j a cB E Fa r �� III-11—III I I ' w 11—I —I I I_I I I_I I I—III—i —I I—I i—mil, 11=111 111-111—I 11= —I i I—III—III—i I I— m ® " J I I� �ml N sW d 5 111=111-11111 m=r T �Ea.u°LSrRENraN nTEQ.°s — III— II III I s 0 3$ FOUNDATION WALL/SLAB AT FOOTING 2 TYPICAL SILL DETAIL 3 TUBE STEEL COLUMN AT FOOTING SCALE 1 Yj'=1'-0' SCALE 1 1'-0' SCALE 1}'j'=1'-0' OR 2.IV P T.OFGK.p15T5 Ic°.0 Z I _ zwrfv - 5 =_ O W 4 w.n'o�..rNRu-e°I.T NorcNEv - w 'Z - O O O BOxED 6EAM .No Nni�c° rakx-r�wa cw W 1- ( 1.—T e°. 1.1—AT-5aiz FwoR.nis o c e o. nwrnNun F�wiNe c.e P.r.Parr z-Pur a ec.n FOR Specs 4rPsun n W SIDEVIEW FRONT VIEW SPLICED BEAM - - T R L T z_iz ac s�.mavnNCNOR rBa.r NOTCHED POST DROPPED sreeu ee.,n D .S sr.✓ - SCALE 1 Yj'=1'iY srRAw 4 .c L o (n T .No ern.F J io Din,s°Nmvee sinPs°N acr, e�.maNc P.i.a.o'DECK�°isrs is o.c. -------- W CJq I=11 I Ill 11—IYF F°4RA05 H°NGER 3-Plr a e[a+ 3-Pcr a eGn FcwR JpSis I al11 = N ea rea ra. NaE z =11 I—t e e 4F ai Faa,a nPSa e. o II=III=1 1- nw.s Pr—T E 5e.n 111=III= nN... Pi. E 4NEERNacA .ia„5 m 11-ll ePE 5 y III— ALTERNATE w/3 PLY BEAM BEAM AT BASEMENT SCALE i IY=1'-0' 9GYE L' 4 DECK LEDGER CONNECTION 5 POST FOOTING DETAIL 6 STEEL BEAM TO FLOOR CONNECTION SCALE 1 J4'=1'a SCALE i Ys'=1'-0' SCALE 1 yj•=i'-0' 9NEET A.7 12 PROJECT: BITE: Fon 11=.eomoxss..m.,eeunowacaoenawFNvmomxe 18-ieD ]28118 / 'cm PLT D Ar eD eEILIN s g 6 T P,ER .wA FR NING Q ail ass wR,P Pn,"°n DRIP EGGS ,'G.P Tw°PD w W- n•cG,PLrwwo II II IIaaaa - -----------'-, SEE coos<Ns«Dsr ¢ �� �.� aaa;• 0 R'6—1—E N—IG Y aR N,I IN Z z mII Fo."A MR 9ARRIER g n•oTPeGn wN.L BOAKo c6ILING..osr ( ,Lw,IN°n GwrrER 7. c R DEL GN RPx6NT sa' > _ 5�PPIN ° Do P BULe Tww c TE°< °PR 636N nn MP•I SATr=E , m �LL s K ANC � •� „' � � 7 TYPICAL WALL $ TYPICAL EAVE EnBED Ewr. SCALE 1 Yt'=V SCALE 1)V^1'V M'F'amwroN wALL ju SILL TO PLATE SHEATHING CONNECTION SCALE Y,'=V' ¢E cRiwLE ETUG °R NAILING SCHEDULE JOINT DESCRIPTION uIN16ER aF NVM9EROF NNLBPACING R ^1D corEMav NNLs aox oats Z IS ° ROOF FRAMING N (US, NBUO-NG TO I—ER(TOE N EO) 3-1 W EACH END Y W o RIM DOARD TO RAFTER I— LED 3-I60 EACH END O D U QQ Z w I weuNe wrxr a)c _ WALLFRAMING 3t6E o W r? TOP ELATES AT INTER9ECTIONS(FACE NNLED) 0-I6E SI6E Ai JOINTS O a M STUOTOSTUD(FACENNLED) 2-1PA a16E 3a•O.C. C (n ((J oO U (usw LE]] HEADER TO HEADER(FACE NNLEDI tfd ]a•O.C.ALONG EDGES w W f0 KwG sruD FLOOR FRAMING W r JOIST TO SILL.TOP PLATE OR GIRDER(TOE NNLED) 18E 610E PER J019i O O wINL�6u SILL FUT6 BLOCKING TO JOIST ROE NAILEDI .38E 3-DOE EACH FJm d' OCI(ING T091LL0 TIP 316E <18E EACH BLOCK cRIPPLS sruO LEDGER STRIP TO EEAM OR GIRDER I--ED) JOIST ON LEDGER TO 9EAM(TOE—LED) 3B0 1. PER JOI9iT _ Im SmIUR JOST(END—ED) 316E 618E PEST (n SAND JgST TO SILLORTOPPIATE DOE N,ILED)' 3180 PER FOOT .J D Y vc P.T.5iLL Fi,. ROOF SHEATHING � I TE HOR BOLTS HOOD STRUCTRAL PANELS Q _ RAFIER90R TRUSSESS—ED IV TO IS'0C, NM<�0 6•EDGEN•FIB-D RAT PACE�•. 1� FouNwilMEwALLT RATERS OR TRUSSES SD OVER IB'O.C. SE 1p0 a`EDOI—FIELD Z •PI, CABLE ENDWALLRPI(E OR pAI(E MUSSWO GABLE OVERHNVG IN 18E S'EDOEa•FIELO • IB{•-a `` .� - . G—E ENPNALL RAI(E OR RN(E TRUES W ETRUCNRAL Aa 1OE CEOGE/8•FIELD 0 OUTLOOKERS TYPICAL HEADER CONNECTION °DLEE"°" RAKE°RRAKE RD99WLGGKGU 9LG S oa E°°E°•`IE`° w m 1O SCALE 3/'e t'p• CEI LING SHEATHING Gv E WALLBOARD I 6E COOLER= rEOGEJ1m FIELD WALL SHEATHING Scue2 a —STRUCTURAL PANEL 9i DISSPACEDUPTO3B'O.G, SE tW 3'EGGFN 3"FIELD WAND%'9SERDOARDPANt1S - 3'EDGE9'FlELD SHEET - X'OYPS-W/LLLBOARD BECOOlER9 rEDGEJIO'FIELD FLOOR SHEATHING ,o—STRuc--.. L ee DOE e•EDGHIT FlELD PROJECT WtE: w6 Tmcm6an S6ma.w.srAre eulLowo cocellw"m t++.0zoxe GREATER THAN I' DOE 18a 6'EDGE/6"FIELD 19-180 ]28/18 EAOEz swsu A AB A.6 A.6 88 33 kk s T1 ol�Sm I II I II I II z� tl �' I II EAOEN F�� �o I _ sa' ds_3F II pz s II z-s,a rs a 1 o.c ��� �s II I 6i ti m �e I D m ® ry II I Ps � LL n-i r.•.n.•wL II �• � � � ue.oeP a u III � y ul V i III IT111 1r sreEL Z zap==dl II ' U U g _ I II - al3G Ji � I al Iz rwoa o � LL o u w o =- O II MI Im'w�el .—EI 0 5 �T od LL T- osr J Q- uE«.asrs ro. :x"w or ll LL t P B C mwwels• BGLE: < Ili•�Ipe A.8 A.8 A.e museloe}� _ MULTIPLE Al BREAM CONNECTION SNEET • S.1 12 wn>wmwm,mnrox w.more v,emxowoelw rnvnwxozave 1b180 T28I1B � Hn I 6 C H A 8 o A8 A.8 A.6 ¢v o�aaa mama ug Ya o E o v�m A.8 9EnoEw� � L sruo - �yyyy+• tCCl vo wn Its ro upa l i,, p 1$ H xr.n'P. ICny�N cf wiixul .� U O mm• Z n • Down, .. o oC 0 ! u ° rrn�uL es W(if O z-�r.•mu•Lv� U. Dow �� /slzE6 ra M Z a N�oEa u a E� a rraic r aiiaMroa LL U p 41B W uLL A A.e ev woe I MULTI_LELVLfiEV NNECTION $MEET S.2 12 aaaEcr: are tet6o lrz6/18 �1n ¢k'aaada ROOF PLAN SCALE:W-1.4- — es o m® «LL A.6 • "of Lu PSI � O 00. w ' Z o ca 0 15 w 5 o N U)oa W w o u u 0 a-a,s N�,oE LL d. Q0 nP� GLE; i 0.8 A.6 A6 sweae,ro.c. �woe MULTIPLE LVL BEPM CONNECTION SHEET S.3 U Pga66T a,E Foa,eo�.wweo,aw,...m.le auaoaamoel,w�..wa:a.e 18-100 Trzgns SUSTAINABLE FORESTRY INITIATIVE drwsaa A Weyerhaeuser 2002 Lincoln Drive West,Suite E,Marlton,NI 08053 888-453-8358 x6112 September 17,2019 Jeremy Krauss Falmouth Lumber i 67D Main Street East Falmouth, MA 02536 ' I Subject: Tech Cali#105792 26 Old Oyster Rd 3 Cotuit,MA Attached are Trus foist®structure[member calculations.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 Report ICC ES ESR-1387 and ESR-1153;[CC reports can be obtained via the Internet at www.ict-es.org. The attached calculations are provided as a supplement to the work of the project designer.The product application, a input design loads,dimensions and support information have been provided by Jeremy Krauss.I have not reviewed the project plans or field conditions.The proper authority is to review the calculation inputs and confirm they are consistent y with the intent of the overall building design,if the attached calculations are not consistent with the building design, i 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 engineer nor 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 calculations will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you hAye any questions. Cordial 1 Drexel Hermann f �^ " c=US,st=New Jersey,f=Marlton, I M. `"~ - 'fit o-►Weyerhaeuser,ou=Product Support rfti-!_.___.----- . Engineer,cn--Drexel Hermann, t Dr e r �f__ "<!; email=Dmeiiiermannoweyerhaeusercom PCodl. 2019.09.171435:46-WW VAL �1 Signed for attached JaverinOMember Calculations dated: Project 1D: CLANCY ROGERS JACKSON 9/17/2019 2:00 PM 10 pages i 3 . Y t A° AB A0 OHS tactTTI - — F o a �zm 3 o H I . Y4aut;f.ub. — — ••-nl SI N L'/l•— {� \ ib`.-iin{i -k'o m � E � uurnev[c[o vtaan U sOW q � >.n - ._..._..... w w i race 'o O u "YT mr+C.DA i URGE>Q[n uE[°FR pi Q J MP Y HbfT w/la�f t� O a •mr J LL Z —au,r o wve n w oc x..rox. 0 A9 A.° 0.° _ °duE vP• MM71PLEdLVL BEAM CONNECTION �T.aflT— S.1 1 - d � g AB AB AB p0 �j YK s iQ UUo LL lsr 1rl •>•�• � i bpd..!T!D 1 y E Q .. tr.TTV. >-ala a itsoRR � ,� Tr>ie u.0 _ ospOG.o'1 R ii 3 • o� M6W r5lgJlt 3T�b M1'W. � L1 Y ro rl Ida '17�4'uai� �" eaoure°v:ie! ✓W409r/SILT Tr roR 4Rucla+ •�• •! oc —— g �2S 0 pis - T- 1ACof w YSN OKa.G. ul1A u lz !-a.m Ilenoex !- b Ileilw IICttT " polal MST octal � IbfG auvrmm a.1 alwnm i llln ro ce Z OG�lIST9 � �wwTel)or�� !-Ltl uLMOi :Itr,ula.eb �Q I�4ARGER 9IE G IRFOEO J . GSe vcpnT wltu(iRKtLII O Q. IL �{- Z s-a.n laaRrn w.I.mvlr ��>nv wu U ar.•wx W r Cl) A.B A8 AB rtxu�irtir F® .rcw �e M1 W. ! i MULTIPLE LVLBEAM�NNECTION BIi¢T d fD{�I A.8 P,6 A8 .S �tl iSfF w 3H t r lik c a�a�55 P � c o c c z a ROOF PLANAA T$ 9z b D a TYP6Pl e -- — — T Li. — a = t 6M►.1 . h R.V �T _- , `• P , s is E � V t - 3b WOGe Ra Z 'Aga T O v[s b e tl ie RnsTHas `9'N —ai W I u w L .YILD. ;-,;,r--91YD9 !-{r1h I VL a!Q[RID U)1®[RWIRITY 1'yitl TO DH Z -ReG fA Om 1LtbER DTIT. LaMTrNI DY WNOHR CD.{oT YtaueD Q D-ali IIf Ot I�U63!RC D nC[OHD J � Ft.fa!!N(tl[1 r[ml1WGTDc LL 4' TnT O UI ]L O z_ !-MT NGOER trx,YtH lroc. [aFRme � LL A 8 C rn•r� M tSJR.E YI'• AO AO AB �1-�I.1n1 sR� otr t f � MtP.'f a LVL'VBEAMMNNECTM 4MEET S.3• 1 JAVELIN% Member Report ,.It.- 4j Label:M7-3 I Design Tag--i8783 Design Passed 3 piece(s)of I Wx 11 IW'2.0E Microllan*LVL Member Type7.Beam I Level:FIRST FLOOR Product is Sufficient forApp9calion and Loads Omfibed ................ T 1-7- MONR 6 2 6t- lvalw Building Code-, 18C 2015 Design Methodology: ASD Member Cut Length: 14'21 Member Drawing Not to Scale Critical Reaction 2783 Ib @ 13'11 1147 n lb(4.libi Passed-2 % U D+0.75 L f 0.75 _ (4. 'ghGl -3�Ib @ -- Passed-33% 1.00 1.0 0+1.0 rt) Moment 11221 lb-fl @ 7-0 518, 27837 R)-It 1-15 1.0 D+0.75 L+0.76 S-(1) Live Egad DeAectlon 0.w @ T 0 I511G- DAY L/860 Passed-U999 1,0 D+0.75 L+0.75 S-(1) Total Load Delleclion 0.32"@ 7 1 91I 6- 0 Passed-U511 --1.0—R-201-5L I-RE S Design Nabs- *Top Edge Bracing(Lu)-.Top compression edge must be braced at 14-02-00 We unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14-02-00 o/c unless detailed otherwise_ -SUQj3,WtS-- Maximum Loads to SuWTts Snit-Fnd Ream Floor t IVL Roof Lly 5= 0-6117 1.8r OMI(i3303) 1546 lb 22201b 890 lb, 2 13193141:14*2" 1.5" F2(13) 1472 b 722 lb 1025 lb Loads: Maximum Loads on Member Slad End Combine Smarts FWL[ye Roof Live Snow Self Weight a":U 2" Sell Weight 16 tM Uniform 3 114":f4'2* FC1 Floor Decking 8 wn 27 b1l. Uniform 3 1141-.115 71W FC1 Floor Decking 9bm 29M Uniform 11 5 718°-14'2' FC1 Floor Decking 8 Wit 27 bft Uniform 11 8 314":IV 9 3141 82(t302) 86 bV 4AM Uniform 316 IJI 6":718 5161 82(MO2) 144 Ib/ft 35 b& 228 Wit Linfrom 7'8&W:I I'11 82(1302) 143 Ibld 38 mm 223 b'fl POW V 5 7fir:- M4-3(18795) 245 lb 1711 b 44 6 Poirot 830303) 64 11> 119lb 27 -127 lb Errors.Warnilaw,&Notes- if sloping root beds are applied to this member,the roof dead load has been adjusted for slope. The member graphic.dimensiotm and locations shown on Ibis report are based on the centerline of Me member. File Name'. CLANCY ROGERS JAa(SON JaveM Softmre 6.1.0.25 Design Enqlne:V7.0.1.1 CLANCY BUILDERS 911 MOW 2:00 PM I Of 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUIT,MA IJAV Member Report xdl:nurs ny W:rr.rases�er , Label:M7-3 I Design Tag:9 i87B3 , Design Passed 3 piem(s)of 1 31d"x 11 11d"2.0E Mit 1 ollafr©LVL Member Type.Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described f "Analysis and Design has been performed using precision loading from actual modeled conditions. Some toads may have been modified to simplify reporting •Load Duration Factors:Dead-0.90,Floor Live-1.00,Root Live-1.25,Snow-1.15 Weyerhaeuser warrants that the stung of its products mill be In accordance with Weyerhaeuser product design criteria and pWilshed design values.Weyerhaeuser expressfy disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com)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 compahbie with the overall project- The product application,input design loads,dimensions and support inlormation have been provided by of copyright Weyerhaeuser NR Company-AN rights reserved. SUSTAINAIRE FORESTRY INITIATIVE i r f f II l I i i r I f i l i i i i 3 i 3 i t i 1 i l a i i i 3 l i File Name: CLANCY ROGE RS JACKSON Javelint Software 6.1.025 Desfpn Engine:V7.6.1-i CLANCY BUILDERS 911 7/201 9 2_00 PM 2 rff 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUrr,MA JAVELIN' Member Report Label:M7-2 I Design Tag:i6219 �. Design Passed 2 plece(s)of 1 3W'x 11 114"2.0E Microilam@ LVL Member Type:Beam I Levet FIRST FLOOR Product is Sufficient for Application and Loads Described _IX 1 2 /4" iV 31/4" i 14'13m, 2 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 14'1 3/8• Member Drawing Not to Scale f Disfan Results t° tneslga4uncallon r 'r t ,'BOQIS�d "''." ;."ge L[tE i._*""►naArmm�inahen"(tnadcro�il' e5' Critical Reaction 1055Ib @ 2 3/4" 6322 lb(4.25") Passed-17% 1A D+1A L-(0) Shear ; 10401b @ 1.3 VT 7481 lb J Passed-14% 1.00- 1.0 D+1.0 L-(0) Moment l 3767 lb-It @ V 7 7/8" 16137 lb-ft Passed 23% 1.00 1.0 D+1.0 L•(0) ._..�._.,...._-.-.�r Live Load Deflection 011 @ fi 11 13116" 0.45"U360 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0 16 @ b 11 13116" 0_6W U240 Passed-L1995 � 1.0 D+1.0 L-(0) Design Notes: •Top Edge Bracing(Loy.Top compression edge must be braced at 14-01-00 o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14-01-00 o1c unless detailed othervise. Su ports" Maximum Loads to Supports $llQpDLI Start-End ReWd 8Ya Sourc pi Floor Live Roof Live 1 0":4114" 1.5" F10(12) 301 lb 750 ib 2 13'7 1/2":14'1 3/8" 1.5" BM1(13303) 312 lb 781 lb - - Loads; Maximum Loads on Member TypgEnd Combine Source gam( Flw Live Roof Live Snow Sett Weight 0":14'1 318" Sett Weight 11 INIt Tapered 7 71V:12'7 7/8" Smoothed Load 36 To 35 Ibh1 121 To 116 Ib/ft Point 13'3 7B":- K5'10 3/ V8184) 34 tb 112lb Errors,Warnings,&Notes: •CAUTION:This member Is within a door container,butts not in contact whh the floor sheathing.it has not been assigned with directly applied Door loads. If sloping roof bads are applied to this member,the root dead road has been 4usted for slope. The member graphic,dimensions-and locations shown on this report are based on the centertine of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some bads may have been modified to simplify reporting. 'Load Duration Factors:Dead-0.90.Floor Live-1.W,Roof Live-1.25,Snrnv-1.15 File Name: CLANCY ROGERS JACKSON JavennV Software 6.1.0.25 Design Engine:V7.0.1.1 CLANCY BUILDERS 9/17)2019 200 PM 3 of 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUIT,MA f I i JAVEL IN' Member Report Label:W-21 Design Tag:i8219 Design Passed 2 piece(s)of 1 39-x 11 IM'2.OE Mlcroilatn®LVIL Member Type:Beam j Levet FIRST FLOOR i Product is Sufficient for AppAcatron and Loads Described I i Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values Weyerhaeuserexpressiy dlsclalms any other warranties related to the software. Refer to current literature for Installation details. (vroodbywy.com) Use of this software Is not intended to circumvent the need for a design proresslonal as determined by the authority having jtaLsdiction.The designer of record,builder or trameris responsible to assure that this calculation is compatible with the overall project. The product application,Input design loads,dimensions and support information have been provided by of i Copyright Weyerhaeuser MR Company. AA rights reserved. I n i SUSTAMUE FORESTRY IMPATNE i i i t i f !, { I 2 3 5 t 1 3 f f i i i i File Name: CLANCY ROGERS JACKSON Jaw"Software 6.1.025 Design Engine:V7.0.1.1 CLANCY BUILDERS 9/17/2019 200 PAR 4 of 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUIT,MA taaseamaurw.U.w IanaesintEngJne2p1S3.a2 tLA[VCY1tUCikiItSJACKSUtVISTFLG +"'�� f ?� `3 ��'I� _.. �a M ._ 'r 9-i7-19 MatriiaLaDalebase tsso 26 OLD OYSTER RD s;. t 9:59am COTUrr,MA 1 of 1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: U360 live, L1240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 17,O PLF Filename: CLANCY JACKS Other Loads Type Trib. Other Dead (Descrlptton) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0,00" 14' 0.89' 28 8 Uve Additional Uniform(PLF) Top 0' 0.00" 13'10.79' 25 8 Live Additional Uniform(PLF) Top 0' 4.25" 14' 2.00" 0 81 Uve Additional Uniform(PLF) Top 0' 4.25" 11' 1.00" 38 19 Uve Additional Uniform(PLF) Top 10'11.75" 12' 3.00" 59 0 ' Uve Point(LBS) Top it' 3.63" 1413 535 Uve Point(LBS) Top 11' 3.63" 28 0 Snow Point(LBS) Tap 13'10.75" 9494 6411 Uve Point(LBS) Top 13'10.75" 5962 _0 Uve .n;,c.:.: •..o...,'.n•rti•1':.�.•::v,a.hi...e �y....... I..•.,^" ! •. i I NOW It f 14 2 0 0 14 2 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction . Uplift 1 0' 0.000" Wall Steel 4.000" WA 2183# -- 2 14' 2.000" Wall Steel 6.000" NIA 25236# -- i Maximum Load Case Reactions Used for applying papa Isads(or line loads)to carrying mambars Live'• Snow Dead 1 1137# 5# 1046# 2 17469# 239 7767# Design spans 13' 5.750" Product: W 10 x 17(50ksi) PASSES DESIGN CHECKS ' Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width`4.010" Actual Depth 10,11" V&b Thickness 0.240" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8.80'k# 44.5514 19% 8.35' Total Load D+L Shear 3.37k# 48.53k# 6% 14.17' Total Load D+L LL Deflection 0.0684" 0.4493" L/999+ 7.67' Total Load L TL Deflection 0.1228" 0.6740" U999+ T Total Load D+L i Control: Positive Moment XAA i OF M4,Vc, I D061ENIC W. yGJ, DeAHGELO STRUCTURAL -a No.35062o Q �Q 9Fpt T � All pmd=t names are trademarkeoltAdrmapwpve owners Copydplll(C)2016 by Slmpon Stmnp-Tie Compaq Mc.ALL RIGM'S RESERVED. 'P.aWnp lsdeMed aavfien the member,boor Jo1at,beam orglfilel 9rmm on lids diving maefe appf"o design whria lm Loads Loadbg Corallona,and Spans ilded on Bds 044 The AVE L '—"J I Member Report M •. I`�.,oltvx.a u; P:-..urn"rt...cr' yr Label:M7-2 I Design Tag:i9453 Design Passed 2 piece(s)of 13147 x 11 114"2,0E Microllam0 LVL Member Type:Beam I Levet:FIRST FLOOR Product is Sufficient forApplicalion and Loads Described 3 1 22 5 il2" 10 31/4" 6112" 9 311" 4 _L 12'0' Building Code-- IBC 2015 Design Methodology: ASO Member Cut Length'. 12 0" Member Drawing Plot to Scale 77 De lari Results: ` 4 nQciciBn{gl r riratinn =tir .x�p Q 4 �'.BC501t�. a !D �1 a" load nmh!` inn (�old n1 +. S Critical Reaction 5642 b @ 1 i'0" { 9214 tb(6.5") Passed-61% 1.0 D+1.0 S-(0) Shear 3796 lb @ 9'9 1121 1.� - Passed-44% 1.15 ,".- .coy. _• .« 0 7 Moment 7265 lb-ft @ 8'4" 18$581b ft Passed-39% 1.15 1.0 D+0.75 L+0.75 S-(0) Live Load Deflection 0.09'@ 6'3�71W 0.36"U360 Passed-11999 j 1.0 D+0.75 L+075 S•(0) Total load DeAedion 0.17°@ 6'10.53"L/240 Passed LA52 - 1 0 D+0.75 L t D.75 S-(0) Design Notes- •Uplift constraint has been released at support location 12-00-00. •Top Edge Bracing(Lu):Top compression edge must be braced at 12-00 W o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12.00-00 o/c unless detailed otherwise. SuRports, Maximum Loads to Supports Suooat StaEnd Rea'd 8t a Source Dead Floor Live Roof Live Snow 1 0':5 IX 1.5" F6(I10) 485 lb 250 b - 143 lb 2 1V 8 314':11'31/4' 3.98" BMt(133D3) 5723lb 3059 lb - 5727 lb 3 1210" :12'0" 1.5" 148-3(19451) -2922lb 511-1941lb 2768lb Loads: Maximum Loads on Member type Start_Fnd Combine Source Read Fbw[I tuE Roof Live SnObf Self Weight 0':17 0" - Self Weight 11 Wit - - Uniform -W:8'2 1/4" FC1 Floor Decking 4 Wit 12 Will - - Uniform 5112":17 0' - 84(i305) 57 b/ft Uniform 510:8 21/4" - B4(1305) 10 bit 18 ib/fl Uniform 7't 1 112":9 3 VT 84(1305) 1 RM 5 bill - - Uniform 8'21/4":17 0" FC1 Floor Decking 8 Wit 27 b8t - - Uniform 817 IQ':17 0" - 84(005) 11 To 1 i blft 35 To 35 Will Uniform 11'3 314°:12'0" - B4(1305) 941,14/tt 34 lb/lt' 1667 IbM Point 23/4":- - E6(193) 30 Ib 20lb - - Point 8'4°:- - M4-2(19414) 41 b 7593 - - Point 814 718°:- - 04(IaW) 357lb 828lb 26 tb Point TO" :- - 134(1305) 1251 lb 2299 b Connector Information: Nailing Requirements FIIe Name: CLANCY ROGERS JACKSON Javef rM Software 6.1.025 Design Englne.V7.0.1.1 CLANCY BUILDERS 9/17/2019 2:00 PM 5 Of 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUIT,MA , ' ELM Member Report 34r:1L`I{: 11i K=Y:f�lC44C' 1 Label:;N7-2 1 Design Tag:0453 Design Passed 2 piece(s)of 13X'x 11 114"2,0E Micro)lamiD LVL f Member Type:Beam!Levet FIRST FLOOR Product is Sufficient for Application and Loads Described { StrwoR Manufacturer mom IPP- fm Member Mtn.Sent L=Ili other lydormafion 3 SST HGU3.63(1401) Not Applicable 36-SDS 24-SOS 1.5" M'viimum seat length feponed is based an me design load Errors,YVarninass,&Notes: CAUTION:The maximum net analysis reaction exceeds the user- &fined maximum uplift value at one or more supports. 'if sloping roof bads are appried to this member,the roof dead load has been adjusted for slope. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. `Analysis and Design has been performed using precision Watling from actual modeled conditions. Some loads may have been modified to simplify reporting. i Load Duration Factors:Dead-0.90,Floor Uve-1.00,Root Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of as products Nfll be In accordance with Weyefteuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warninfles reialed to the software. Refer to current literature for installation details. (woodbM.com) Use of this software is not intended to dircumvetit 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 oompauble 1 with the overall project. The product application,input design loads,dimensions and support Information have been provided by of j CopyNht Weymhaeuser NR Company. All rights resented j t SUSTAINABLE FORE511V INMATIVt = }} g i i • i r Z , t d 1 Fite Name: CLANCY ROGERS JACKSON Jayek*Soaware 6.1.0.25 Deslgn EWe.V7.0.1.1 ' CLANCY BUILDERS 9/1712019 200 PM 6 of 10 ROGERS&JACKSON s 26 OLD OYSTER RD s COTUIT,MA IN w. AVE L Member Report Label:M8-3 I Design Tag:i9215 Design Passed 3 plece(s)of I 3W x 11 IW'2.OE MicrollarrO LVIL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient forApplicalion and Loads Described ............ 2 gr 11718" V 4 10 Building Code: 113C 2015 Design Methodology: ASD Member Cut Length: I0'4 I/T Member Drawing Not to Scale n�xm�tfsllntsjlxnn A k —rg rai—iv— 6906[b Passed-3 3% 11222 it) pass -14% 1.00 1.0 D+1.0 L-(1) V Imoment. -5285 IIA @ 4'7 518. Passed-191v 1.15 1.0 D-0.7,5 L+075 9-(0) !Live Load Deflection 0.06-@ 49 3V 0.34-L/360 p Passed-LAJW 1 m Y 1.0 D+1.0 L-(1) Total Load DeReftil -0.W @,r 7&W 51-Lr240 Passed .1-Gf)+0-75L+0.75S-(8) nesign Notes- •Top Edge Bracing(Lu I:Top compression edge must be braced at,10-04-00 o/c unless detailed otherwise. •Bottom Edge Bracing(Lu)-.Bottom compression edge must be braced at 10.04-00 otc unless detailed otherwise. Supports: Maximum Loads to Supports Stip SlAr Fnd RCV IXg SQSIrL@ Dead Foor We Root I le BUM 1.5" M6-3(19085) 241 Ib 1711 lb -14 P) 2 9 11718*:101 4 Vir 1.5° F4(14) 24463 969/-225Ito 117 to Loads, Maximum Loads on Member I= Start fild Combine Source Dead Floor Live Roof Live Snow Self Weight 0':VY 4 118" Self Weight 16 IW Uniform -0':9 117/8' Bs(f8w) 81 IIA Uniform -v:5 3ff M(i303) 65M 271 Wit 63 Wit Uniform 5 afa*.9 9 3W Smoothed Load 761Wtt 253 Iblit Uniform 5 3/8":11 9 W 83(1303) 165 Iblit 134 lbffl 180 Milt Uniform 11 2 IM:3?9 31W FCJ floor Decking 7 IbM 24 lbill Uniform TS 318":T 1 3W 83(j303) 164 Mill 184 Wit 178 lblfl Uniform T I 31W:4'5 W 113(003) 134 M 106 Wit 146 IbItt Uniform 418 3/8"-.V 0 WS" B3(1303) 162 HA 232 IbIft 134 lWft Uniform 5'1 3/8":10'4 1 W FC1 Poor Decking 7 M 24 bM Uniform V 0 318":8'8 3W 83(1303) 214 Wit 299 IIA 180 ILVII, Uniform W a 318":9,11 W 03(1=) 190 lbflt 276 Ib/It 156 lom Uniform 9 11 7/8P-.10'4 Vir E40102) 103 Ibfit 12 bM 28 IbIll. Tapered T 9 aM".7 9 3W Smoothed Load -155 To-154 IbM -515 To-514 DM Point 1'2 1/2'.- Kv 3 114-(isi 18) 611) 21 b Point 2153W:- XT 6 IJ4'(19222) -10 Ib -32 Ib Point T9 318—- Kit 6 lt4-(i9248) -4 Ib 121-251b Point 4'5 71V:- W(13m) 368 lb 20 lb 6552) Point 4'7618':- W2(19220) -2929 lb 511-1941 to .2768 lb, Point 4193181:- 83003) 36111) 17 to 647 Ib File Name: CLANCY ROGERS JACKSON JaverhO Softwaie 6.1.025 Design Enone:W.0.1.1 CLANCY BUILDERS 911712019 2:00 PM 7 of 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUIT,MA f �A E N' Member Report . ecr:nr.:u �; Y..+r:!!n.•au�ae Label:M8-3 I Design Tag:i9215 Design Passed 3 plece(s)of 1 3f4"x 11 114"2.0E MicrollarnO LVL Member Type:Beam j Level:FIRST FLOOR 1 Product is Sufficient for Appffcalion and toads Described t Point 5 13/8".- I<11,10 3/4"(i9239) 447 lo 71496 Ib - - Pohl 193 7/9':- - FC1 Floor Decking 1 lb ( Connector Information: Nailing Requirements suppa hlarnRar2urpr mode 119 face Member Min Seattmath Other Wonn lion 1 SST HGUS5.50110 Not Applicable 46-16d common 16-166 double 1.5" Milrkmun)seal length reported is biased an the design toad { Finars.Warnings.&Notes: •It sloping root loads are applied to this member,the roof dead load has been adjusted for slope. "The member graphic,Mmenslons,and locations shown on tits report are based on the centetilne of the member. 1 Analysis and Design has been performed us"precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Root Live-1.25,Snow-1.15 Weyerhaeuser warrants that Me siting of its products VAN be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current filwature for Installation details. (awodbywy.com)Use of this software is not intended to circratwent 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 lids calculolion is compatdlle i with the overall project. The product application,Input design loads,dimensions and support Information have been provided by 01 j • i Copyright Weyerhaeuser NR Company. AN rights reserved. f (i5}SUSTAINPBtE FORESTRY INMA71VE j y" i 3 t { 7 I i { • 1 i i i E i 1 ^ t f Fite Name, C[ANCY ROGERS JACKSON Javeiiro Software 6A.025 Desipa Engine:V7.0.1-1 CLANCY BUILDERS 9117/2019100 PM 8 Of 10 ' ROGERS&JACKSON 26 OLD OYSTER RD COTUIT,MA f ..� Member Report Label:M1-3 1 Design Tag:i8423 , Design Passed 3 piece(s)of 1 31V x 11 114"2.0E Microllam®LVL Member Type:Beam i Level:SECOND FLOOR Product is Sufficient forApp6cation and Loads Described 1 1 2 l.__ L L L 5 2' - 11'1" )112" L - L 1 t'10" Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: I 10" Member Drawing Rol to Scale Deslgil Results oeslgalpylu,n `A N :p 1 y •s ,,:l aae cemnmatlori-�i�;�r 1 � .,; .._ _ Critical Reaction ��� 1953 lb @ 4- 12272 Ib(5.5°) Passed 16% 1.0 D+1.0 L-(1) Shear � � 1922]b @@ 5P Moment 51051b-1 1 6° 14° 24206 b-fly Passed-21% 1.00� 1.0 D+1.0 L (1) 5' Live Load Deflection ! 0.07"@ 5 6" 0.38"L/360 Passed-U999 1.0 D+1.0 L-(1) Total Load Detleclion 0.10'@ 5 6. Fes , 0.57°L/240 J Passed-i1999 1 0 D+1.0 L-(1) Design Notes: "Top Edge Bracing(Lu):Top compression edge must be braced at 11-1 MG o1c unless detailed othervAse. "Bottom Edge Bracing(Lu).Bottom compression edge must be braced at 11-10-00 o/c unless detailed otherwise. Supports: Maximum Loads to Supports SupppQ Stan-End RLIZd Rl'q SnurcP DexQ Floor Live Roof i ive Snow 1 01:51121 1.5" B1(1301) 5351b 1413fb 28lb 2 11'6 112":11'10" 1.51 840305) 357 b 828Ib - 26 lb L Maximum Loads on Member � 4= Start:End combine Source Dead Floor Live Roof Live Snow Self Weight 0°:11'1V` Self weight 16 blt - - - Tapered 10":6'2" - Smoothed Load 103 To 102 Wit 337 To339lb1R Point 51/2':- FC2 Floor Decking 2 b 61b Point 1'6":- Kt6'3114"(18725) - - - 91b Point 51 6":- K16'3 114"(18555) - - - 3 lb Point 6`10":- K16'3114"08556) 55 b 108 1-9 b 42lb Point 6'2".- KY 8 314°(18600) 34 b 115 th Point 9'6":- KV 8 314"(1B558) 34 lb 1151b - Point IV 10,:- KY&314'-2(IW9) 27lb 90lb - Point 11'61/2":- FC2 Flw Decking 2 lb 7 lb Errors.Warnt as.&Notes: If sioptng roof loads are applied to this member,the root dead toad has been adjusted for slope. He Name: CL ANCY ROGERS JACKSON Javelin®Software 6.1.025 Design Engine:V7.0.1.1 CLANCY BUILDERS 9117/2019.2:00 PI41 9 of 10 ROGERS&JACKSON 26 OLD OYSTER RD COTUtT,MA A V E L IN N Member Deport _ >:tca,x h5 iY urce,usarEr Label:M1-3 I Design Tag:i8423 I Design Passed 3 piece(s)of 1 W x 11 114"2.0E Microllam®LVIL Member Type:Beam I Level SECOND FLOOR Producl is Sufficient forAppffcafion and Loads Described i I The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precislon loading from actual modeled conditions. Some loads may have been modified to simplify reporting. E °Load Duration Factors:Dead-0.90.Floor Live-1.00.Root Live-1.25,Snow-1.15 i i Weyerhaeuser warrants that the sizhrg of Its products mil be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Reter to current literature for Instaltalion details. (Waodbywy.com) use of this software Is not Intended to circumvent the steed for a design pratesslonal as determined by the authority having jurisdiction.The designer of record,buitder or framer is responsible to assure that this calculation Is compatible with the overall project. The product application,input design toads,dimensions and support Information have been provfded by or Copyright Weyerhaeuser NR Company. AN rights reserved. a (r}}SUSTAINMIE FOR€SM INITIATIVE { } r t j r t I d ' 1 l 3 1 3 i - 3 I 3 4 i H 3 3 } f j� I 3 FtteName: CLANCY ROGERS JRCKSQN Jave§rt®Software 6.t.0.26 1)eslgm F3rrlIde:Vi.0.1.1 q CLANCY BUit.DERS 9/17/2019 2:00 PM 10 Of 10 7 ROGERS&JACKSON 28 OLD OYSTER RD COTUIT,MA 4 �T SUSTAINABLE FORESTRY INITIATIVE A Weyerhaeuser ffFinaee 2002 Lincoln Drive West,Suite E,Marlton,N1 08053 888-453-8358 x6112 September 17, 2019 Jeremy Krauss Falmouth Lumber 670 Main Street East Falmouth, MA 02536 Subject: Tech Call#105792 26 Old Oyster Rd Cotuit, MA Attached are Trus Joist®structural member calculations.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 Report ICC-ES ESR-1387 and ESR-1153; 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. 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 engineer nor 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 calculations will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you have any questions. Cord' H F Drexel Hermann c=US,st=New Jersey,l=Marlton, E o=Weyerhaeuser,ou=Product Support R `` ! Engineer,cn=Drexel Hermann, 1 I� L' email=Drexel.Hermann@weyerhaeuser Dr E. com Pro r 2019.09.1714:38:14-04'00' FSS�ONAL E��\ Signed for attached Forte®WEB Member Calculations dated: 9/17/2019 12:32:22 PM 6 pages R T E t M3 C PACKAGE REPORT 4 CLALNCY R GERS JACKSON Level q' a ., Member Name Results, _ current Solution "" p Comments. BEAM#8 RIDGE Passed 2 piece(s)1 3/4"x 18"2.0E Microllam@ LVL BEAM#9 HEADER Passed 2 piece(s)1 3/4"x 7 1/4"2.0E Microllam@ LVL BEAM#10 RIDGE Passed 2 piece(s)1 3/4"x 11 7/8"2.0E Microllam@ LVL HEADER#11 IPassed 13 piece(s)1 3/4"x 7 1/4"2.0E Microllam@ LVL BEAM#7 IPassed 2 piece(s)1 3/4"x 11 7/8"2.0E Microllam@ LVL ForteWEB Software Operator Job Notes JEREMY CLANCY BUILDERS FALMOUTH LUMBER ROGERS&JACKSON (609)977-7886 26 OLD OYSTER RD JEREMYWalmoufhlumber.com COTUIT,MA 9/17/2019 12:32:22 PM UTC Page 1/6 F OR T U MB MEMBER REPORT PASSED Level,'',BEAM#7 t 2 piece(s)13/4"x 11 7/8"2.0E Microllam@ LVL Overall Length:12' 0 — — 0 a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed', Result LDP Load,Combination(Pattern) System:Floor Member Reaction(Ibs) 3853 @ 4" 8181(5.50") Passed(47%) -- 1.0 D+1.0 S(All Spans) Member Type:Hush Beam Building Use:Residential Shear(Ibs) 2923 @ 1'5 3/8" 9081 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 10310 @ 6' 20525 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.166 @ 6' 0.283 Passed(L/821) — 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.273 @ 6' 0.567 Passed(L/499) 1.0 D+1.0 S(All Spans) •Deflection criteria:L.(U480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 12'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'o/c unless detailed otherwise. Bearing ll."th 0 Loads to supports(Ibs) Supports Total Available Requiied Dead Floor Live 'snow` "total 'Accessories' 1-Stud wall-SPF S.50" 5.50" 2.59" 1513 270 2340 4123 Blocking 2-Stud wall-SPF 5.50" 5.50" 1 2.59" 1513 270 2340 4123 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width ' (0.90)' (1.00) (1.15) comments 0-Self Weight(PL.F) 0 to 12' N/A 12.1 -- 1-Uniform(PSF) 0 to 12'(Front) 4'6" 10.0 10.0 Default Load 2-Uniform(PSF) 0 to 12'(Front) 7' 15.0 3D.0 3-Uniform(PSF) 0 to 12'(Front) 6' 15.0 30.0 We erMeuser Notes - F 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.Product manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation 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 ForteWEB Software Operator A (ry}SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser Y ForteWEB software operator Job Notes 9/17/2019 12:32:22 PM UTC JEREMY CLANCY BUILDERS FALMOUTH LUMBER ROGERS&JACKSON ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (609)977-7886 26 OLD OYSTER RD JEREMYK@falmouthlumber.com COTUIT,MA File Name:CLANCY ROGERS JACKSON Page 6/6 'F O R T E"M MEMBER REPORT PASSED `Level,BEAM#8 RIDGE 2 piece(s)13/4"x 18"2.0E Microllam@ LVIL Overall Length:21'11" 0 -- 0 r .. i i 21' in All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location d Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 7105 @ 4" 8181(5.50") Passed(87%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 5835 @ 1'11 1/2" 13766 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Building Code:IBC 2015 Moment(Ft-Ibs) 36598 @ 10'11 1/2" 44566 Passed(82%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Lave Load Defl.(in) 0.610 @ 10'11 1/2" 1.063 Passed(L/418) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.941 @ 10'11 1/2" 1.417 Passed(LJ271) 1.0 D+1.0 S(All Spans) •Deflection criteria:U.(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'5"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'11"o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total available Required Dead Snow Total Accessories 1-Stud wall-SPF 5.50" 5.50" 1 4.78" 2503 4603 7106 Blocking 2-Stud wall-SPF 5.50" 5.50" 4.78" 2503 4603 7106 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow a; . Vertical Loads Location(Side) Tributary Width (0.90) (1:15) 'Comments 0-Self Weight(PLF) 0 to 21'11" N/A 18.4 1-Uniform(PSF) 0 to 21'11"(Front) 14' 15.0 30.0 Default Load Member Notes CLANCY-ROGERS JACKSON RIDGE 26 OLD OYSTER RD COTUIT Weyerhaeuser Notes 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 evaluation 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 ForteWEB Software Operator A7%SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWE8 software operator lob Notes 9/17/2019 12:32:22 PM UTC JEREMY CLANCY BUILDERS FALMOUTH LUMBER ROGERS&JACKSON FOrteWEB Q.1,Engine:V7.3.2.309,Data:V7.2.0.2 (609)977-7886 26 OLD OYSTER RD JEREMYK@falmouthlumber.com COTUIT,MA File Name:CLANCY ROGERS JACKSON Page 2/6 O F O R T E" M MEMBER REPORT PASSED �LeveI,,BEAM+A HEADER.; 2 piece(s)1 3/4"x 7 1/4"2.0E Microllam0 LVL Overall Length:4' 0 - 0 ❑ ❑ All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 5487 @ 1 1/2" 7613(3.00") Passed(72%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 5470 @ 10 1/4" 5544 Passed(99%) 1.15 1.0 D+1.0 S(Ail Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) 4791 @ 1' 8182 Passed(59%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.036 @ 1'10 11/16" 0.125 Passed(L/999+) 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.055 @ 1'10 11/16" 1 0.188 1 Passed(L/813) 1.0 D+1.0 S(All Spans) •Deflection criteria:U.(1./360)and TL(LJ240). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) g supports Total Available .Required' -:Dead Floor Lave 'Snow" Total' Accessories 1-Trimmer-SPF 3.00" 3.00" 2.16" 1958 80 3529 5567 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 623 80 1074 1777 None _ Dead Floor Live. Snow Vertical Loads Location(Side) Tributary Width ,(0.90) (1.00) (1.15) comments " 0-Self Weight(PLF) 0 to 4' N/A 7.4 — 1-Uniform(PSF) 0 to 4' 1' 12.0 40.0 - Default Load Linked from:BEAM 2-Point(lb) 1' N/A 2563 - 4603 #8 RIDGE,Support 2 Weyerhaeuser Notes 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-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation 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 ForteWEB Software Operator A [iy)SUSTAINABLE FORESTRY INMATIVE Weyerhaeuser Y ForteWEB Software Operator Job Notes 9/17/2019 12:32:22 PM UTC JEREMY CLANCY BUILDERS FALMOUTH LUMBER ROGERS&JACKSON ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (609)977-7886 26 OLD OYSTER RD JEREMYK@falmouthlumber.com COTUIT,MA File Name:CLANCY ROGERS JACKSON Page 3/6 f igIF Q R T E x C MEMBER REPORT PASSED 1Level,.4AM#10 RIDGE 2 piece(s)1 3/4"x 11 7/8"2.0E Microllam@ LVL Overall Length:16' 0 0 L 16' L All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result', LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 2617 @ 2" 5206(3.50") Passed(50%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 2198 @ V 3 3/8" 9081 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 10036 @ 8' 20525 Passed(49%) 1.15 1.0 D+1.0 5(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.309 @ 8' 0.783 Passed(L/608) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.482 @ 8' 1.044 Passed(L/390) 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 14'9"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.76" 937 1680 2617 Blocking 2-Stud wall-SPF 3.50" 3.50" 1 1.76" 937 1680 2617 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributiry Widen (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 16' N/A 12.1 1-Uniform(PSF) 0 to 16'(Front) 7' 15.0 30.0 Default Load Weyerhaeuser Notes 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 evaluation 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 ForteWEB Software Operator A • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWES Software Operator Job Notes 9/17/2019 12:32:22 PM UTC JEREMY CLANCY BUILDERS FALMOUTH LUMBER ROGERS&JACKSON FOrteWEB v2.1,Engine:V7.3.2,309,Data:V7.2.0.2 (609)977-7886 26 OLD OYSTER RD JEREMYK@falmouthlumber.com COTUIT,MA File Name:CLANCY ROGERS JACKSON Page 4/6 �I F O R T E"'CM MEMBER REPORT PASSED Level, HEADER#11 3 piece(s)1 3/4"x 7 1/4"2.OE Microllam@ LVL Overall Length:9' 0 0 3 3 ❑z141 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1961 @ 3' 11419(3.00") Passed(17%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header Building Use:Residential Shear(Ibs) 1417 @ 3'8 3/4" 8317 Passed(17%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 1406 @ 4'6" 12273 Passed(11%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:AST) Live Load Defl.(in) 0.007 @ 4'6" 0.100 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Total Load Dell.(in) 1 0.011 @ 4'6" 0.150 1 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) •Deflection criteria:U.(L/360)and TL(L/240). •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 T o/c unless detailed otherwise. Bearing Length .- Loads to Supports(Ibs) Supports Total 'Available Required Dead Snow Total Accessories. 1-Trimmer-SPF 3.00" 3.00" 1.50" 59 -117 59/-117 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 886 1075 1961 None 3-Trimmer-SPF 1 3.00" 3.00" 1.50" 886 1075 1961 None 4-Trimmer-SPF 3.00" 3.00" 1,50" 59 -117 59/-117 None Dead.,. Snow R Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 9' N/A 11.1 1-Uniform(PLF) 0 to 9' N/A 80.0 - Default Load Linked from:BEAM 2-Point(lb) 4'6" N/A 937 1680 #10 RIDGE, Support 2 3-Uniform(PSF) 0 to 9' 1' 15.0 30.0 Weyerhaeuser Notes r 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 evaluation 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 ForteWEB Software Operator AA SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ````���� ForteWEB Software Operator Job Notes 9/17/2019 12:32:22 PM UTC JEREMY CLANCY BUILDERS FALMOUTH LUMBER ROGERS&JACKSON ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (609)977-7886 26 OLD OYSTER RD JEREMYK@falmouthlumber.com COTUIT,MA File Name:CLANCY ROGERS JACKSON Page 5/6 r CS Beam2016-%14 CLANCY ROOERS JACKSON 1ST FL G 9-11-19 lemBeamEgiro201610.2 Maerials r aMm 1W 26 OLD OYSTER RD 9:42am • COTUIT,MA 1 of 2 Member Data Description: Member Type:Beam Application: Floors_.-f Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 30.0 PLF Filename: CLANCY JACKS I Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top U 0.00" 39 4.OU' 24 7 Live Additional Uniform(PLF) Top U 4.00" 5' 8100" 275 83 Live Paint(LBS) Top 5' 9,75" 849 336 Live I Point(LBS) Top ti 4.00" 769 231 Live Point(LBS) Top T 8.0a, 908 272 Live Point(LBS) Top 9 0.00" 908 272 Live Point(LBS) Top 10' 4.W' 908 272 Live I Point(LBS) Top 11' 8.00" 908 272 Live Point(LBS) Top 13' 0.00" 908 272 Live I Point(LBS) Top 14' 4.09' 908 272 Live Point(LBS) Top 16 8.00" 908 272 Live Point(LBS) Top 1T 0.w, 908 272 Live Point(LBS) Top 18' 4.00" 908 272 Live Point(LBS) Top 19, &W, 908 272 Live Point(LBS) Top 21' 0.00" 908 272 Live Point(LBS) Top 2T 4.63' 5258 3849 Live E Point(LBS) Top 22' 4.63 3075 0 Snow i Point(LBS) Top 23. M, 960 286 Uve Point(LBS) Top 25' 0.00" 976 293 Live Point(LBS) Top 26' 4.00" 978 293 Live Point(LBS) Top 27' 8.W' 1041 312 Live Point(LBS) Top 29' 0.00" 2018 3642 Live Point(LBS) Top 29' 0.00" 3379 0 Snow i Point(LBS) Top 29' 3.75" 412 123 Live Point(LBS) Top 30' 2.25" 285 196 Live Point(LBS) Top 30, 5.13" 14 4 Live Point(LBS) Top 31' 8,00" 116 35 Live Point(LBS) Top 33, 0.001, 90 27 Live Point(LBS) Top 33' 8.50" 4 12 Live Point(LBS) Top 33'10,26' 821 998 Live Point(LBS) Top 33'10.25" 502 0 Snow Point(LBS) Tap 34' 4.00" 743 223 Live Point(LBS) Top 35' 8.00" 1034 310 Live Point(LBS) Top 37' 0.00" 1034 310 Live Point(LBS) Top 38' 4.00" 1034 310 Live Point(LBS) Top 22' 4.00" 6334 , 4226 Live Point(LBS) Top 22' 4.00" 2778 0 Snow I i I 21 10 10 17 5 6 01 q m ®, 3940 ►XAA �► Z�OF Moss t ♦ k.P� q0 DOMENIC W yG� DeANGELD STRUCTURAL ca No.350620 cis I All product names are irademaArsof their re ave am= Copyright CC)2016 by Simpsao Slrong•Tie Compary kw.ALL RIGHTS RESERVED. ,'Passing Isdefined as when the member,floor lol4 bean or glide Mo m on tldsdrawlnp meets eppRcepiedegpn titters fwl-WS6 taading Conditions and Spanallsted on this Meal.The I� CS Beats 2010.1 1A CLANCY ROGERS JACKSON 1 ST FL G 9-11-19 kmBE0O1B'ane 201&5'02 Matea;ahDamGase ISM26 OLD OYSTER RD 9:42am COTUrr,MA 2 of 2 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplfft 1 a 0.000" Wall Steel 4.000" WA 7008# - 2 21'10.625" Wall Steel 4.500" WA 45911# - 3 39' 4.OW' Wall Steel 4,000" WA 9139# -- Maximum Load Case Reactions Used for applying point bads cor line toads)to carrying member Live Snow Dead 1 W9# -307# 145M 2 29231# 8519# 166M 3 60014 1523# 3139# Design spans' - 21' 7.500" 17 2.25T Product: W 12 x 30 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 6.5W' Actual Depth 12.34" Web Thickness 0.26(r i I Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 42.34'k# 106.160 39°/a 29' Even Spans D+0.75(L+S) Negative Moment 58.05k# 106.164 540/6 21.89' Total Load D+L Shear 34.000 64.17k# 52% 21.89' Total Load D+0.75(L+S) LL Deflection 0.3440" 0.7209' U754 10.34' Odd Spans L j TL Deflection 0.3826" 1.0819, U678 9.99, Odd Spans D+L Control: Negative Moment i I OF P4,gSSq o DOUNIC DeANGELO in STRUCTURAL 9F o.350620 1 S All product nameaare tmdammka of MalrnLwctNe caner i Copydgi t tC4 2016 by Simpson n Sirongdla Company Inc ALL RIGHTS RESERVER "Passing Isde'nadaswnen the member,floorloNt,beam or girds;strowonthlsdraainpmeelaap ICI We design criteria for Loads.Loading Condlbns,and Spas usedonthlssheet.The CS Beam 2016.5.0.14 CLANCY ROGERS JACKSON 2ND FL G 9-11-19 mrBeamfn0a s.r12 MarriakDambase 26 OLD OYSTER RD 9-58am Database IS50 COTUrr,MA 1 of 2 Member Data Description: Member Type: Beam Application.,Floor, Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition:Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total I Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 48.0 PLF Filename: CLANCY JACKS I Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category i Point(LBS) Top 1' 4.00" 988 311 Live Point(LBS) Top 2 8.00" 9B8 311 Live Point(LBS) Top 4' 0.00" 968 311 Live Point(LBS) Top 5' 4.00" 988 311 Live Point(LBS) Top 6 8.00" 988 311 Live Point(LBS) Top S' 0.00" 988 311 Live Point(LBS) Top 9' 4.00" 988 311 Live Point(LBS) Top 10, 8.00" 988 311 Live Point(LBS) Top 12' 0.00" 988 311 Live I Point(LBS) Top 13' 4.00" 988 311 Live Point(LBS) Top 13' 4.00" 59 0 Snow Point(LBS) Top 14' 8,00" 908 435 Live Point(LBS) Top 14' 8,00" 489 0 Snow Point(LBS) Top 16' 0.00" 908 455 Live Point(LBS) Top 16' 0.W' 548 0 Snow j Point(LBS) Top 17' 4.00" 908 455 Live Point(LBS) Top 17' 4.09' 548 0 Snow Point(LBS) Top 16 8.00" 908 455 Live Point(LBS) Top 18' 8.00" 548 0 . Snow Point(LBS) Tap 20' 0.00" 908 455 Live Point(LBS) Top 20' 0.00" 548 0 Snow Point(LBS) Top 21' 4.00" 908 455 Live i Point(LBS) Top 21' 4.W' 548 0 Snow Point(LBS) Top 14' 0.09' 4603 2503 Snow Additional Uniform(PLF) Top 0' 1.25" 1' 2.88" 420 200 Live Additional Uniform(PLF) Top 1' 5.13" 2' 6.89' 420 200 Live 1 Additional Uniform(PLF) Top 2' 9.13" 3'10.89, 420 200 Live Additional Uniform(PLF) Top 4' 1.13" 5' 2,88" 420 200 Uve i Additional Uniform(PLF) Top 5' 5.13" 6 6,89, 420 200 Live Additional Uniform(PLF) Top 6 9.13, 7 10.88" 420 200 Live Additional Uniform(PLF) Top 8' 1.13" 9' 2.88" 420 200 Live Additional Uniform(PLF) Top 9 5.13" 19 6.89' 420 200 Live Additional Uniform(PLF) Tap 10, 9.13, 11,10.09, 420 200 Live Additional Uniform(PLF) Top 12' 1.13" 13'2.88" 420 200 Live Additional Uniform(PLF) Top 13' 5.13" 14' 0,00" 420 200 Live C====� Oil O 2211 8 r 2 ®, 2211 6 Bearings and Reactions Input 'Mtn Gravity Gravity +� Location Type Material Length Required Reaction UPlift �►�,vH OF MqS 1 0' 0.000" Wall Steel 5.500" N/A 17686# - ♦��P Sgc1♦ 2 22 11.500" Wall Steel 5.500" N/A 17108# c' Mr.W. 'y Maximum Load Case Reactions "A"'i" Used fmapplyingpolntloads(orllneloa"tocayingmembers STRUCTURAL y Live Snow Dead 0 No.35062 1 11761# 24604 5925# 140. 2 9355# 5431# 60189 Design spans r 22' 2250" �. All product names an trademadtsof[hair nespeedve owners i Copydght(C)2016by Simpson SlmV'Re Compairy Inc.ALL RIGHTS RESERVED. "F a Wng Is donned as when the member,floor joist,beam or ghdot shown an INS dmwfng measapplicable dedgn edtada for loads,L*ading Coltdlllons,and Spans listed an this drat.The L Cs edam 2010A14 CLANCY ROGERS JACKSON 2ND FL G 9-11-19 knxBeamBr*Materials sa15 2 26 OLD OYSTER RD 9:58am Mateials Dalabese 1550 COTUIT,MA 2 of 2 Product: W 14 x 48 (50ksi) PASSES DESIGN CHECKS s Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual width 8.0W' Actual Depth 13.78" web Thickness 0.34U' j I Allowable Stress Design Actual Allowable Capacity Location Loading i Positive Moment 107.00'k# 193.320 W/o 13.33' Total Load D+0.75(L+S) Shear 17.69k# 93.70k# .18a/o 0' Total Load D+L LL Deflection 0.4199' 0.7396" L/634 11.49 Total Load 0.75(L+S) TL Deflection 0.6554° 1.1094" U406 11.48' Total Load D+0.75(L+S) Cordrd: TL Deilectlon I 1 r t f e t i I I • I ` t { f I A� -6 OF k,4,9 l' 9 D01.4ENIC W, tiG DeANGELO STRUCTURAL C No.35062 0 9FG/gT All p®duct names are tredWWU of NO feste6odVe OWnors copyright(C)2016 by Simpson SUong-Tie company Inc.ALL RIGMS RESERVED. "Paegng Is deft ndd as when the MMInt;floor lol9,beem of pirdec shom on thlsdraming meets applicable design cdtada lot Load q Loading F,ordgony and Spam ll sted on this 9u»I.The i ,. Town of Barnstable Buildin g BARNMBM PosttlTh�s.Ca,rd,So That rt is V1sible From the Street .Approved Plans Must be;Retamed on Job a A this Card Must be Kept Posted UntilFinallnspection HasBeernllAade =_ p y. q - g p F. P z _ ._ Where a Certificate of Oc.�u anc ���s.Re ulred,such Buiidin shah Not.be Occu ied until a Final Ins ect6k hasl'been made Permit Permit No. B-20-243 Applicant Name: SCOTT M DEROSA SCANNED Approvals Date Issued: 01/30/2020 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 07/30/2020 JAN 3. 0 2020 Foundation: Location: 26 OLD OYSTER'ROAD,COTUIT Map/Lot 036-001 Zoning District: RF Sheathing: Owner on Record: ROGERS, RICHARD A&JACKSON,SUN SA B Contractor Name:'-,SCOTT M DEROSA Framing: 1 Address: PO BOX 527 �'' Q.Contr actor License 6415 2 COTUI'T, MA 02635 -" ,' Fst Project Cost: $ 14,000.00 Chimney: Description: 2 TON CARRIER GREEN SPEED HEAT PUMP FOR 1ST FLOOR AND Permit Fee: $85.00 CARRIER 40,000 BTU GAS FURNACE WITH 18000 AC SPLIT SYSTEM i Insulation: FOR 2ND FLOOR Fee Paid:.' $85.00 . a Date.Al ., 1/30/2020 Final: Project Review Req: _ .. - r 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 withinx months after'issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor which thi's 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.. s` final Gas: This permit shall be displayed in a location clearly visible from access street or road'and shall be maintained open for public mspection 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 byythe Building and:Fine,Officials are provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: ` Service: 1.Foundation or Footing ` rr 2.Sheathing Inspection Rough: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f 1's`� \ Final: .� Town of Barnstable Buildin . �. ��. . �.� , z, �. � „ g x rern> Post-This Card So That it is Visible From the Street Approved Plans`Must-be'Retain.ed on Job,and'this Card Must be Kept s �$ Posted Until Final Inspection Has Been Made 'N Where a Certificate of Occupancy is Required,such Building shall Not be'Occupied:bntil a Final Inspection has"been made Permit Permit No. B-20-243 Applicant Name: SCOTT M DEROSA SCANNED, Approvals Date Issued: 01/30/2020 Current Use: Structure JAN 3 0 2020° Permit Type: Building-Sheet Metal-Residential Expiration Date: 07/30/2020 Foundation: Location: 26 OLD OYSTER ROAD,COTUIT Map/Lot: 036-001 N Zoning District: RF Sheathing: Owner on Record: ROGERS, RICHARD A&JACKSON,SUSAN B, Contractor Name SCOTT M DEROSA Framing: 1 Contractor License: 6 15 Address: PO BOX 527 � 2 •• ', COTUIT, MA 02635 ) Est Project Cost: $ 14,000.00 Chimney: Description: 2 TON CARRIER GREEN SPEED HEAT PUMP FOR 1ST FLOOR AND Rermlt Fee: $85.00 CARRIER 40,000 BTU GAS FURNACE WITH 18000 AC SPLIT SYSTEM Insulation: j Free Paidal $85.00 FOR 2ND FLOOR Date " 1/30/2020 Final: Project Review Req: Plumbing/Gas , l 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 shalFbe in compliance with the local zoning by laws and codes. '1 I4 Final Gas: This permit shall be displayed in a location clearly visible from access street or road-and shall be maintained open for,odblic 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 are provided on,,his,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection ` s Rough: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: i . SCANNED -Commonwealth of Massachusetts 1v' JAN 3 0 2020 Sheet Metal Permit Map Parcel (),v Date: /-27- Z6 Permit Estimated Job Cost: $ /7, 000) Permmt Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 13-3 Applicant License Business Information: Property Owner/Job Location.Information: Name: p sA �e�7ANGP/ Name: of c,l ati41ZSACA;oL-> Street: Street: 249 01"C , City/Town �6 City/Town: �'I� Telephone: Telephone: Photo I.D. required/Copy of Photo I.D. attached YES y NO Staff Initial .J-1/M-1- estri.cted license l 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/Townhouses Other Commercial: Office Retail Industrial Educational Eire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft� over 10,000 sq. ft. Number of Stories: 9 g , Sheet metal work to be completed: New Work_\ Renovation: HVA.0 Metal Watershed Roofing Kitchen Exhaust System l Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 1 g. • I INSURANCE COVERAGE. I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No ❑ If you have checked La,indicate the type of coverage by checking the appropriate box below: i t - I A liability insurance policy Other type of indemnity ❑ Bond r ! 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 Waiyg§this requirement. I 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 Chapter 112 of the General Laws. Duct inspection required.prior to insulation installation: YES NO Progress Inspections Tate Comments i .Final Inspect>o,it i Date Comments I Type of License: 3y ❑ Master ritl? ❑ Master-Restricted _ Dity/Town oumeyperson - • �,J Signature of Licensee orPilli# / []Joumeyperson-Restricted License Number: ee ❑ - 7 Check at www.mass.a�vlci _i nspector Signature of Permit Approval t; I t The Commonwealth of Massachuseta Department of IndustrW Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia. Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AmUcant Information Please Print Leaiibbr Name(Business/orpnimwon/Individual); Address: � .ra>2,f,f�c� "ff G'' City/State/Zip: S� d �� Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.XI am a sole proprietor or partner- listed on the attached sheet 7. Q Remodeling ship and have no employees These sub-contractors have g, Q Demolition working for me in any capacity.acit3'• employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp•insurance.: required.] . 5. Q-We are a corporation and its 10.11 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 L❑PIumbing repairs-or additions m sel£ o workers'comp. right of exemption per MGL ��ce ]t p c. 152,§1(4),and we have no 12.Q=7L/ /employees.[No workers' 13.❑ ���� comp.insurance required.]. *Any applicant that checks box#1 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 contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: 6 , Policy#or Self-ins.Lie.M Expiration Date: Job Site Address: ;3 TW C City/State/Zip: ��,, ./� d,-63, - Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).- Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA f insurance coverage verification. I do hereby certify un e p ' an of that the information provided above is true and correct Sr ": Zi Date: Phone#• Ojjickd use only. Do not write in this area,to be completed by city or town of tat City or Town: Permit/License# Issuing Authority(circle one):. 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person id the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the .dwelling house of another who employs persons to do mainterumce,construction or repair worm on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry wormers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a wormers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lie to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industriai Accidents Office of bavestigations 600 Washington.Street Boston,MA 021.11 Tel.#617-727-4900 wd 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia N SCANNED JAN 3 0 2020 1st floor living inning- closet maser ed-A 72 cfm 12 cfm 87 cfm 4x12 dos x10 4x12 living/dinning 72 cfm 4 x 12 aster bed maste bed' 7 cfm x12 faun 2 4 1 6 F1cfm m . living/dinning Room2 bath living/di ning-DXm 72 cfm 4 x 12 entry living/dinning-A living/dinning dfrn x12 x12 e try x 12 Job#: Rogers&Jackson Derosa Mechanical scale: 1 90 Performed by Scott Derosa for: Page 1 Clancy Construction 68 Deerfield Rd Rgh-Sk e@ Unwasal2019 217 ClintonAve Mashpee,MA02649 19.0.15 RSU28960 Falmouth,MA02540 Phone:508-648-9221 2020-Jarr2615:11:05 Phone:508-265-4911 derosamechanical@yahoo.com DfivekDesktopVogas84ackson.W gregclancy7@comcastnet r N basement Room9-A bath base `130 cfm ba h base 4 x 12 90 cfm 6' rb5 Roo 9 488 cfm 12' farn[family Ro 10 56 cf Room9 8" 130 cfm Room 10 6" 77 cfm 8 Job#: Rogers&Jackson Derosa Mechanical Scale: 1 : 90 Performed by Scott Derosa for: Paget Clancy Construction 68 Deerfield Rd Right-°)Unwersal2019 217 ClintonAve Mashpee,MA02649 19.0.15 RSU28960 Falmouth,MA02540 Phone:508-648-9221 2020Jarr2515:11:05 Phone:508-265-4911 derosamechanical@yahoo.com Drive\DesktoOmgas8pcksonW gregclancy7@comcastnet N 2nd floor bedroom 3 180 cfm 8" ' bed om 3 bath Tath ip attic1 attic1 above master, 46 cf n 43 cf F1 � 34 6 m 6„ 5" closet 2 10" V closet 1 1+ 170 cf 1 Q attic L2 loft )n entry vaulte �ttic 95 cfm 61 cfm 80 cf n bed om 2 011 12" 6" entry vaulted bedroom 359 cfm loft 8 116 cfry Job#: Rogers&Jackson Derosa Mechanical Scale: 1 90 Performed by Scott Derosa for: Page Clancy Construction 68 Deerfield Rd RightSuite®Unwersal2019 217 ClintonAve Mashpee,MA02649 19.0.15 RSU28960 Falmouth,MA02540 Phone:508-648-9221 202D-Jarr2615:11:05 Phone:508-265-4911 derosamechanical@yahoo.com Dnve\DesktopVogas8pdGon.np gregclancy7@comcastnet Project Summary Job: Rogers&Jackson - wrightsoft, Date: .Dec 27,2019 1 St Floor By: Scott Derosa Derosa Mechanical 68 Deerfield Rd,Mashpee,MA 02649 Phone:508-648-9221 Email:derosamedianical@yahoo.com Proaect Information For: Clancyy Construction,Derosa Mechanical 217ClintonAve,Falmouth,MA02540 Phone:508-265-4911 Notes: Email:gregclancy7@comcast.net Design Information Weather: East Falmouth,OtisAngb,MA,US Winter Design Conditions Summer Design Conditions Outside db 14 OF Outside db 82 OF Inside db 70 OF Inside db 71 OF Design TD 56 OF Design TD 11 OF Daily range L Relative humidity 50 % . Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 39602 Btuh Structure 17360 Btuh . Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 39602 Btuh Use manufacturer's data n Rate/swin multiplier 0.87 Infiltration Equipmenil sensible load 15103 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 4489 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 2167 2167 Equipment latent load 4489 Btuh Volume(ft) 18613 18613 Air Changes/hour 0.42 0.22 Equipment Total Load(Sen+Lat) 19591 Btuh Equiv.AVF(cfm) 131 67 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier' Trade INFINITY 20 HP with GREENSPEED... Trade INFINITY 20 HP with GREENSPEED... Model 25VNA024AO030 Cond 25VNA024AO030 AHRI ref 9892512 Coil FE4ANF002L++UI AHRI ref 9892512 Efficiency 10.5 HSPF Efficiency 14.5 EER, 19 SEER Heating Input Sensible cooling 16940 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 7260 Btuh Low output baseboard 600 Btuh/f� Total cooling 24200 Btuh Total low baseboard 66 ft Actual air flow - 807 cfm . High output baseboard 850 Btuh/ft Air flow factor 0.045 cfm/Btuh Total high baseboard 47 ft Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=21 OF Backup:Carrier Input=12 kW, Output=39602 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2020-Jarr2615:09:26 {\ M.,.. w. Right-SLAe®Universal 201919.0.15 RSU28960 Page 1 ACCCAUsersVia do\OneDrive�Deskto Vo ers&'ackson.r Calc=MJ8 Front Door faces:N Y p 9 J �P Pro'@Ct $Un1t111 Job: Rogers&Jackson ft- wrightsoa J r Date: Dec 27,2019 2nd Floor By: ScottDerosa Derosa Mechanical 68 Deerfield Rd,Mashpee,MA 02649 Phone:508-648-9221 Email:derosamedunical@yahoo.com Pro*ect Information For: Clancy Construction,Derosa Mechanical 217 Clinton Ave,Falmouth,MA02540 Phone:508-265-4911 Notes: Email:gregclancy7@comcast.net Design Information Weather: East Falmouth,OtisAngb,MA,US Winter Design Conditions Summer Design Conditions Outside db 14 OF Outside db 82 OF Inside db 70 OF Inside db 71 OF Design TD 56 OF Design TD 11 OF Daily range L Relative humidity 50 % Moisture difference 46 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9379 Btuh Structure 4668 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9379 Btuh Use manufacturer's data n Rate/swin multiplier 0.87 Infiltration Equipmen�sensible load 4061 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2454 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 760 760 Equipment latent load : 2454 Btuh Volume(it') 6840 6840 Air changesthour 0.97 0.41 Equipment Total Load(Sen+Lat) 6515 Btuh Equiv.AVF(cfm) 110 47 Req.total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary . Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Comfort 95 Single-Stag... Trade CARRIER Model 59SC5B040E17-12 Cond 24ABB318AABN3 AHRI ref 0 Coil CNPHP2417ALA+59SC5B040E17--12 AHRI ref Efficiency 96.5AFUE Efficiency 12.5 EER, 15 SEER Heating Input 40000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Low output baseboard 600 Btuh/ft Total cooling 18000 Btuh Total low baseboard 16 ft Actual airflow 600 cfm High output baseboard 850 Btuh/ft Air flow factor 0.137 cfm/Btuh Total high baseboard 11 ft Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.66 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2020-Jan-2615:09:26 —11.1—11.- 111.1-1 Right-Suite®Unversal 2019 19.0.15 RSU28960 Page 2 MCA C:\Usersftydn\OmDrive\Desktop\rogers&jackson.rup Calc=MJ8 Front Door faces: N r Pro eCt SUf71111a Job: Rogers&Jackson ++ wrightsoft- ry Date: Dec 27,2019 basement By: Scott Derosa Derosa Mechanical 68 Deerfield Rd,Mashpee,NIA 02649 Phone:508-648-9221 Email:derosamechanical@yahoo.com Pro"ect Information For: Clancy Construction,Derosa Mechanical 217 Clinton Ave,Falmouth,MA02540 Phone:508-265-4911 Email:gregclancy7@comcast.net Notes: r Desicin Information Weather: East Falmouth,OtisAngb,MA,US Winter Design Conditions Summer Design Conditions Outside db 14 OF Outside db 82 OF Inside db 70 OF Inside db 71 OF Design TD 56 OF Design TD 11 OF Daily range L Relative humidity 50. % Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20955 Btuh Structure 6678 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0, Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20955 Btuh Use manufacturer's data n Rate/swing multiplier 0.87. Infiltration Equipment sensible load 5810 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Tight) Structure 1929 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 808 808 Equipment latent load 1929 Btuh Volume(ft3) 7272 - 7272 Air Changes/hour 0.48 0.25 Equipment Total Load(Sen+Lat) 7739 Btuh Equiv.AVF(cfm) 58 30 Req.total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond.. n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output baseboard 600 Btuh/ft Total cooling 0 Btuh Total low baseboard 0 ft Actual air flow 0 cf1m High output baseboard 850 Btuh/ft Air flow factor 0 cfm/Btuh Total high baseboard 0 ft Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fk wrightscift@' 2020-Jarr2615:09:26 Right-Sdte@ Urdversal 2019 19.0.15 RSU28960 Page 3 AC%CP. C:\UsersTeydn\OneDrive\Desktop\rogers&jackson.rup Calc=MJ8,Front Door faces: N 71 v '—`,BOARD v `SFIEF * fiAL�WRa1 c t E ;wQ,s•,�x "'.Ac >.. ISSt3E&k �tFOLL01MRttIC�PI E � R �P rF l� ST,RICfiE ;iyf � •n� F" 'jJ 1� �^1L �y :+� ;/. h a1 i $COTT�aiifl DEROSA +5$rDEERFI MARt i1flASHP' s42'9 2 L fi �,5:� :•4;1n i 314 4 If� SS AG�•�iET �`—'�f�,�-> �R`S" -- ,i ¢.r^•;S�q.7,i�1 y�x!\.4. 'k. ```•Civ'`` `� aP!i�1 'aw Nx-1, ; "' 4g�565�P02i a 4dINUA69Rt7 F' �f� . ~ 14�040720 G DERV i tt7 a v^ ' a 9-'HWW STREET ' .`, � �'FpLMOUTH MA'�02540 Gi")�: , / plY,,� 1 f^ 6�OD 049&7016 Rev 071S2009+�.<• . Town of Barnstable Mail - £ Building Department Services Brian Florence,CHO !�'a Ilnil(ling Commissioner 200 Main Street,llywmis.MA 02601 www Ao wn.bs rnsta ble,m a.ni Ofnc-e: 508-862-4038 Fax: SW790-6230 Property Owner Must Complete and Sign This Section If Usiilder aw l r e.!) : G 'k^ c �►: ,as O of the subject property hereby autho c s:c a . :.�t�b s a C 0t�os - e e- lto act on my behalf in all n attets relative to work authorized by this building 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.. S' to�re of Owner Sigma of Appli t i �r Print Name : Punt acne Date Q"RMS.O WNWERNOSIONPOOLS Rav:OV16/17 Town of Barnstable Building a r �rnet� Post This Card So That it is Visible Frorn-'the Street Approved.Plans Must be Retained on Job andahis Card,Must be,Kept Posted Until Final Inspection Has 8een,IWade. Permit y g. _�,,.mot. . 1 111 a .� - � M..- . p een made �: Where a Certificate of Occupancs Regwred,such Buldm shall Not be Occup�eduntil a Final Ins _ection has b Permit No. B-19-4147 Applicant Name: John Vreeland Approvals Date Issued: 12/23/2019 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 06/23/2020 Foundation: Location: 26 OLD OYSTER ROAD,COTUIT Map/Lot: 036-001 Zoning District: RF Sheathing: z . Owner on Record: ROGERS,RICHARD A&JACKSON,SUSAN B ContractorName ,JOHN VREELAND Framing: 1 Contractor License CAS''-107947 _ Address: PO BOX 527 2 COTUIT, MA 02635 Est Project Cost: $35,835.00 Chimney: Description: Roof mounted PV solar system. System consists of thirty 370 Permit Fee: $ 232.76 modules connected with microinverters. Total system size'is 11.1 r Insulation: ti Fee Paid:, $ 232:76 kW DC. Final: Date ) 12/23/2019 Project Review Req: 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 th 4s 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 a location 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. S / 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 for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough:.--.•_ """sM 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 S.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 ar'� Final: t - 3 MAP 36 P" 1 0 .._ + 28,,441t S.F. r s" o� ti�tic q�0 r = BUiL[)lNG DEP o , ors DEG122015, tY' .jO NV4 V1" urai rse•+ers FOUNDATION PLOT PLAN °CE #' -334 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION W26 OLD OYSTER ROAD COTUIT, MA' f SCALE 1" = 40' DATE 12-10-2019 { . PREPARED FOR: REFERENCE ASSESSORS MAP 36 PARCEL 1 RICHARD RODGERS & I~ HEREBY CERTIFY THAT THE STRUCTURE, SUS1� ` � S�1 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. �,_ o`' DANIEL, yGs A - ` off I 508-362-4541:_ `i o A.fax 508-362-9880. downcape.com ® '. - No.OJA40980 LA.. _. q down cope.endineeri' inc. P civil engineers Z, �"l : -` --- q SS °`� /and surveyors ------------ ------ N }R�1 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 +. DATE REG: LA SURVEYOR.. 7� SUSTAINABLE FORESTRY. INITIATIVE Weyerhaeuser 220 Occidental Ave. S.,Seattle,WA 98104 888-453-8358 x6131 September 12, 2019 Jeremy Krauss Falmouth Lumber 670 Main St. East Falmouth, MA 02536 Subject: Tech Call#: 105609 26 Old Oyster Rd. Cotuit,MA Attached is a Trus Joist®structural member calculation for the referenced project. The attached calculation was 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 calculation is 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 calculation is not consistent with the building design, it should be rejected or returned to us to be corrected. The calculation applies 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 engineer nor Weyerhaeuser NR Company is acting as the engineer of record for the referenced project. Weyerhaeuser warrants that the sizing of its product as set forth in the calculation will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you h ngFq ns. Cordially, o`' JASON yG OWEN Digitally signed by Jason Shumaker o SHUMAKER U CIVIL GO DN:c=US,st=Ohio,l=Pickerington,o=Weyerhaeuser, Jason 0.Shu k , Pho.53219 ou=Product Support Engineer,cn=Jason Shumaker, Product Suppo �O �� emaiI.Jason.Shumaker@Weyerhaeuser.com Date:2019.09.12 07:40:12-04'00' Signed for attached Forte®WEB Calculation dated: 9/11/2019 12:40:04 PM MEMBER REPORT PASSED Level,Roof: Drop Beam N Y' 2 piece(s)1 3/4"x 18"2.0E Microllam@ LVL Overall Length:21'11 + ; v� a.' a a,n u.F! €�"t ' y 'y.h,b,F"'t` tdl + 0i 0 1 1 ( L 21' L 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 7105 @ 4" 8181(5.50") Passed(87%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 5835 @ I'll 1/2" 13766 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) 36598 @ 10'11 1/2" 44566 Passed(82%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.610 @ 10'11 1/2" 1.063 Passed(L/418) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.941 @ 10'11 1/2" 1.417 Passed(L/271) 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 4'5"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'11"o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead ISnow. Total Accessorlles 1-Stud wall-SPF 5.50" 5.50" 4.78" 2503 4603 7106 Blocking 2-Stud wall-SPF 5.50" 5.50" 4.78" 2503 4603 7106 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 21'11" N/A 18.4 1-Uniform(PSF) 0 to 21'11"(Front) 14' 15.0 30.0 Default Load Member Notes , CLANCY-ROGERSJACKSON RIDGE 26 OLD OYSTER RD COTUIT Weyerhaeuser Notes 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 evaluation 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 ForteWEB Software Operator • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Sob Notes 9/11/2019 12:40:04 PM UTC JEREMY 26 Old Oyster Rd. FALMOUTH LUMBER Cotuit,MA ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (609)977-7886 JEREMYK@falmouthlumber.com File Name:CLANCY ROGERS JACKSON pans 1 / 1 MateslsDat3 ase1550 26 OLD OYSTER RD kmElmisDambase 1550 _ V--y v 9:42am COTUIT,MA 1 of 2 Member Dita Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed - Member Weight: 30.0 PLF Filename: CLANCY JACKS Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.001, 39' 4.00" 24 7 Live Additional Uniform(PLF) Top 0' 4.00" 5' 8,00" 275 83 Live Point(LBS) Top 5' 9.75" 849 336 Live Point(LBS) Top 6 4.00" 769 231 Live Point(LBS) Top 7' 8.00" 908 272 Live Point(LBS) Top 9' 0.001, 908 272 Live Point(LBS) Top 10' 4.00" 908 272 Live Point(LBS) Top 11' 8.00" 908 272 Live Point(LBS) Top 13' 0.00" 908 272 Live Point(LBS) Top 14' 4.00" 908 272 Live Point(LBS) Top 15' 8.00" 908 272 Live Point(LBS) Top 17' 0.09' 908 272 Live Point(LBS) Top 19 4.00" 908 272 Live Point(LBS) Top 19' 8.00" 908 272 Live Point(LBS) Top 21' 0,00" 908 272 Live Point(LBS) Top 22' 4.63" 5258 3849 Live Point(LBS) Top 22' 4.63" 3075 0 Snow Point(LBS) Top 23' 8.00" 960 288 Live Point(LBS) Top 25' 0.OU' 978 293 Live Point(LBS) Top 26' 4,00" 978 293 Live Point(LBS) Top 27' 8.00" 1041 312 Live Point(LBS) Top 29' 0.00" 2018 3642 Live Point(LBS) Top 29' 0.00" 3379 0 Snow Point(LBS) Top 29' 3.75" 412 123 Live Point(LBS) Top 30' 2.25" 285 196 Live Point(LBS) Top 30' 5.13" 14 4 Live Point(LBS) Top 31' 8.00" 116 35 Live Point(LBS) Top 33' 0.00" 90 27 Live Point(LBS) Top 33' 8.50" 4 12 Live Point(LBS) Top 33'10.25" 621 998 Live Point(LBS) Top 33'10.25" 502 0 Snow Point(LBS) Top 34' 4.00" 743 223 Live Point(LBS) Top 35' 8.00" 1034 310 Live Point(LBS) Top 37' 0.00" 1034 310 Live Point(LBS) Top 39 4.00" 1034 310 Live Point(LBS) Top 22' 4.00" 6334 4226 Live Point(LBS) Top 22' 4.00" 2778 0 Snow , "K 21 1010 0 17 5 6 �. 3940 �O,XAA�� OF MASS DOMENIC W. yGu, DeANGELO STRUCTURAL I, No.350620 GIs All product names are trademaetsof their respective owners Copyright(C)2016 by Simpson Stang Tie Company Inc.ALL RIGHTS RESERVED. 'Passing Is defined as when the member,floor joist,beam argiWet Sawn on this drawing meets applicable design criteria for load$Loading Condition%and Spans IIsled on this sheet.The \.Life\lil a\VVLa\v� a• aua a u V � -- -� ans.;;9, s 1550.z 26 OLD OYSTER RD 9:42am Materials Databasee 1550 COTUIT,MA 2 of 2 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 4.000" N/A 7008# -- 2 21'10.625" Wall Steel 4.500" N/A 45911# 3 39' 4.000" Wall Steel 4.000" N/A 9139# Maximum Load Case Reactions Used for applying point loads(or line toads)to carrying members Live Snow Dead 1 5549# -307# 1459# 2 29231# 8519# 16680# 3 6001# 1523# 3139# Design spans 21' 7.500" 17 2.2W' Product: W 12 x 30 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 6.520" Actual Depth 12.34" Web Thickness 0.260" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 42.34'k# 106.1 Sk# 39% 29' Even Spans D+0.75(L+S) Negative Moment 58.06k# 106.15'k# 54% 21.89' Total Load D+L Shear . 34.00k# 64.17k# 52% 21.89' Total Load D+0.75(L+S) LL Deflection 0,3,W., 0.7209' L/754 10.34' Odd Spans L TL Deflection 0.3826" 1.08131, U678 9.99, Odd Spans D+L Control: Negative Moment ►b_AAAAt OF Mgsst^� 9 DONIENIC W. tiG DeANGELO mt� STRUCTURAL �-„ ► 9No.35062� -1 T � ► FS All product names are trademarks of their respective owners Copyright(C)2016 by Simpson Stwg-lla Company Inc.ALL RIGHTS RESERVED. "Passlng Is defined as when the member,floor Joist,beam or filNe{shown on this drawing meats appl[Cable design criteria for Loads,Loading Conditions,and Spans Ilsted on thissheeL The © a A o G n i g G ' G ' G ' Effective Date: September 13th, 2019 Im G GWeAern Surety Comp /aYIVn G n LICENSE AND PERMIT BOND G g G y KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 64790804 u � G ' Thatwe,Greg Clancy Construction Inc 9 n G n G � of Falmouth , State of Massachusetts ,as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ' Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee,in the penal sum of One Thousand and 00/100 DOLLARS($1,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Road-26 Old Oyster Rd Cotuit Ma by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit . applied for, then this obligation to be void, otherwise to remain in full force and-effect until September 13th 2020 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S.Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thirya= T gays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shall _eupm ' �lieved from any liability for any acts or omissions of the Principal subsequent to said da s.,d�%he number of years this bond shall continue in force, the number of claims made a� is bo $ the number of premiums which shall be payable or paid, the Surety's total limit of l a t shall not 40 emulative from year to year or period to period, and in no event shall the Surety's total I it ah axceed the amount set forth above. Any revision of the bond amount shall not be ; G � Q cuBy��.Ve. . iIFJ , R n G �!!!!Pf � G Date cus loth- day of September , 2019 ,�EOnPORq n u Greg Clancy Construction Inc SEAL ' / n G n G p G n Principal G n G n WESTE S4ETCOMPANY ; G n G G B G y n 6 Paul T.BrAat,Vice President V G G - Form 532-12-2015 n u n G n G n ,1 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this loth day of September 2019 ,before me,the undersigned officer, personally appeared Paul T. Bruf lat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }dih4•eg�ey44•e44rav�e•o•og4e•a•a•e•e} 8 M. BENT 8 sE L NOTARY PUBLIC SE L a s SOUTH DAKOTA s Notary Public—South Dakota }yh•svh4yyg4hhh•o�eg•o0•e�+h4•e} My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of ,before me personally appeared known tome to be the individual—described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of ,before me personally appeared who acknowledged himself/herself to be the of ,a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public M E U o a J A aa) o 0 n a �t a o > W a yCd 'ti Sr O CZ .,r Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota,and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska,Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls , State of South Dakota ,its regularly elected Vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as.its act and deed,the following bond: One Road-26 Old Oyster Rd Cotuit Ma bond with bond number 64790804 for Greg Clancy Construction Inc as Principal in the penalty amount not to exceed: $ 1,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer,or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 10th day of September , 2019 ATTEST WEST E N U R E T COMPANY By L.Nelson,Assistant Secretary Paul TABruflat,Vice President 0. 4Ea��q Er�oas�taatrr 0 Ems: STATE OF SOUTH DAKOTA COUNTY OF MINNEHAHA ...........* On this loth day of September 2019 ,before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who,being by me duly swom,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. a J. MOHR 8 a�EAL NOTARY PUBLIC SE�lll SOUTH DAKOTA�e ! Notary Public +�a��,eyaa�yatihgh��,�hy4g�+ My Commission Expires June 23, 2021 To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 �•W The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations y 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): GRE CS- C ov..cr-i v Address: City/State/Zip: 711:� 6_/10 0 u 7 Phone M L56 3 '01& Are you an employer? Check the appropriate box: Type of project(required): 1.✓I am a employer with 4. 1 am a general contractor and I ` employees(full and/or part-time).* have hired the sub-contractors 6. ✓New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have (D, Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions No workers myself. ' right of exemption per MGL Y [ comp. 12. Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 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 contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. r Insurance Company Name:- 4's"s OC - _;7^.,o-y-,s Z2t.e ®` to*- Policy#or Self-ins. Lic.#: GG vt_WYO lo,(o7 9 a0 l Expiration Date: - Job Site Address: COLS O y,Z ._z R04,p City/State/Zip: Cy%all, /!J/¢ aa63S-- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u er th pains an n of perjury that the information provided above is true and correct. Si ature: Date: 9110 /G1019 Phone#: S06?— o S �// Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# 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#: RECONCILIATION AND FINAL VALUE ESTIMATE The Cost Approach: N/A The Sales Comparison Approach: $1,000,000 $250,000 The Income Approach: N/A As discussed previously, the Cost and Income Approaches are not considered reliable indicators for the subject property. The Sales Comparison Approach considered four (4) improved sales. This approach is the only applicable approach for developable properties. Accordingly, we conclude on an As Is Market Value of the entire property, as of April 3, 2019, to be: Simon lot@ 32,623sf is $1,000,000 Jarvinen lot @ 17,035sf is $250,000 24 Home Energy Rating Certificate Rating Date: Projected Report , Registry ID: Unregistered p Ekotrope ID: ILKKBQIL performanceHERS' Index Score: Annual Savings Home: Your home's HERS score is a relative 26 Old Oyster Rd .re. The lower the number, • • 02635 the more energy efficient the home.To $ 2oFl 54learn more, visit www.hersindex.com *Relative to an average U.S.home Sue Jackson & Rick Rogers Your Home's Estimated Energy Use: This home meets or exceeds the Use WSW] Annual Cost criteria of the following: Heating 35.6 $757 2015 International Energy Conservation Code Cooling 0.8 $42 Hot Water 11.1 $183 Lights/Appliances 18.0 $859 Service Charges $0 Generation (e.g.Solar) 0.0 $0 Total: 65.5 $1,841 Home Feature Summary: Rating Completed by: Q More Energy Home Type: Single family detached Energy Rater:ChnsMazzola 107 VW � Model: N/A RESNETID:8873503aq - EKist;ng 140 Community: N/A Homes L30 Rating Company:Home Energy Raters LLC X20 Conditioned Floor Area: 1,947 fP 180 State Rd,Suite 2U Sagamore Beach MA 02562 MD Number of Bedrooms: 3 508-833-3100 Reference rY Heating soo. Prima System: Furnace•Natural Gas•95 AFUE Home 9 Y 90 Primary Cooling System: Air Conditioner•Electric-13 SEER Rating Provider.Energy Raters of Massachusetts so 70 Primary Water Heating: Water Heater•Natural Gas•0.92 Energy Factor 2 Woodlawn Street Amesbury,MA 01913 '�'" Go House Tightness: 2.7 ACH50 978-270-3911 �F so 6 Ventilation: 50.0 CFM•8.0 Watts " 40 This Home 3 Duct Leakage to Outside: 46 CFM25(3.97/100 s.f.) to Above Grade Walls: R-21 10 Ceiling: Vaulted Roof,R-41 Zero EHeorgy o Window Type: U-Value:0.3,SHGC:0.3 Foundation Walls: NIA Chris Mazzola,Certified Energy Rater Less Energy •ae„ocs+c, � Date:914/19 at 1:17 PM Ekotrope elwtm; The e • Disclosure for this home • .. . . Provider. reportThis does not . or guarantee. Building Specification Summary Property Organization Inspection Status 26 Old Oyster Rd Home Energy Raters LLC Results are projected Cotuft,MA 02635 508-833-3100 Chris Mazzola Old Oyster Road 26 Pre Old Oyster Rd 26-ILKKBQIL Builder Sue Jackson&Rick Rogers Building Information Rating Conditioned Area[ftq 1,947.00 HERS Index 54 e..__ _ Conditioned Volume(ffa) - _ 23,074.00 --_ HERS Index w/o PV_ _ 54 W ..-. — Thermal Boundary Area[1`19 5,429.40 Number Of Bedrooms Housing Type Single family detached Building Shell Ceiling w/Attic None _Windows(largest) U-Value:0 3 SHGC:0.3 r - Vaulted Ceiling I R41,DPBFG 10°,10x16,G1,C U-0 02,.-_j [,Window/Wail Ratio I 0 09 _Above Grade Walls I R21,FG,6xl6,G1 U-0.05 _ Infiltration 12.7 ACH50 Found.Walls I None s _ _ IT Duct Lkg to Outside 146 CFM25(3.97,/100 s.f.) Framed Floors R30,FG,10x16 Gl R-30 Total Duct Leakage 146 CFM25(Post-Construction) Slabs_None Mechanical Systems Heating Furnace•Natural Gas•95 AFUE Cooling_ Air Conditioner•Electric-13 SEER m Water Heating Water Heater•Natural Gas•0 92 Energy Factor Programmable Thermostat Yes Ventilation System 50.0 CFM•8.0 Watts Lights and Appliances Percent interior LED 100% Clothes Dryer Fuel Electric Percent F�cterior LEO 100% mm.�.µ Clothes Dryer CEF 2.6 k Refrigerator(kWh/yr) 691.0 w � Clothes Washer LER(kWhlyr) 151.0 Dishwasher Efftclency 278 kWh i (Clothes Washer Capaclty� _3 3 �p _. . _ _ _ Ceiling Fan None Range/Oven Fuel Natural Gas Ekotrope RATER-Version 3.1.1.2244 As results are based on data entered by Ekotrepe users.Ekotrope dsclalms all Ilabi ty forthe Inrormalon shown on this report. Building Summary Property Organization Inspection Status 26 ad Oyster Rd Home Energy Raters LLC Results are projected Cotutl.MA 02635 508-833-3100 Cbd9 Mazzola Old Oyster Road 26 Pre ONyster Rd 26-ILKKBOL Builder Sue Jackson&Rick Rogers General Building Information Number Ot Bedrooms 3 Number Of Floors T 2 Conditioned Floor Area[sq.ft.] 1,947 - Unconditioned,attached garage? No Conditioned Volume[cu.ft.]- - 23,04 - Total Units In Building 1 Type Residence _.. . _ _ _ w T Single(amity detached��� Floor Number _ Model Community Climate Zone _ .. 5A - - �.- Foundation Wall None Present f Foundation Wall Library List None Present Slab Norte Present Slab Library List None Present Framed Floor Name Library Type Carpet R Floor Oretle .Surface Area Location - >basement R79,FG,10x16,G3 0.68, Above Grade 33.0W Uninsulated Unconditioned Basement Framed Floor R30,FG,10x16,G1 0.68 Above Grade 1,159.0 f z; Unlnsulated Unconditioned Basement 1 e Building Summary Property Organization Inspection Statue 26 ad Oyster Rd Home En orgy Raters LLC Results are projected Cotud,MA 02635 508-833-3100 Chris Mazzola _ Old Oyster Road 26 Pre Old Oyster Rd 26-ILKKBQL Builder Sue Jackson.&Rick Rogers xp Framed Floor Library Llst Name Effective R-value - R19,FG,10xi6G3 `. t 15.535 - vy. - R30,FCi,10x16 G1 a _ " 28.66. �. a, Aim Joist Name .Library Type Surface AreaLocation - - nemlNeM '. - ,R20 - - 1500 a '+. Exposed Exterior. . gFlint Name Effective Insulation R-value - - Name Library Type Surface Color Surface Area Location _ .. # >emblent' R21,FG,6z16,G1_ Medwm ,� 2,047.7 ff§ Exposed Exterior ' base stairs + ,., '�n Rt 5,FG,4x16,GI Madlum 126.7 ar Uninsulated Unconditioned Basement - - • - gablevratis R21,FG,6x16,Gl, - Medlumy 392Afti Exposed Exterior Wall Library List a Name Effective R-vaiue R16,FG,4x18G1 13.029 - R21,FG,6x16 Gl M .. 17.671.; T _ 2 Building Summary Property Organization Inspection Status 26 Old Oyster Rd Home Energy Raters LLC Results are projected Cotutl,MA 02635 508-933.3100 Chris Mazzola Old Oyster Road 26 Pre Old Oyster Rd 26•LKKBCIL Builder Sue Jackson&Rik Rogers Glazing Name Library Type Wall Assignment Foundation Wall Overhang Depth Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Top ottom FrongU:0.30,SHGC:0.30 >ambient - - 0 0 0 South 84.0 fl° Front awning U:0.3D,SHGCt0.30. >ambient 01 0. 0 South 4.0112 Front shaded awning U:0.30,SHGC:030. >ambient 6• - 0 2 South _ 4.0IF Lett U:0.3D,SHGC:0.30, >ambient - 0 0 0 West 24.01112 - Raw U:0.30,SHGC:0.30 >ambient. 0- 0 0 North 64.OtP Rear slider U:0.30,SHGC:0.30 >ambient 0 A' 0 North 40.O tP Right U:0.30,SHGC:0.30. >ambient 0. _ 0 0 East 21.3 IF Glazing Library List Name Shgc U-factor U:0.30,SHGC:0.30 0.3 0300 Skylight y Norse Present Skylight Library List None Present 3 , Building Summary Property OrganlmtIm Inspection Statue 26 Old Oyster Rd Home Energy Raters LLC Results are pmiecled Cotuft,MA 02635 508-833_3100 Chris Mazzola Old Oyster Road 26 Pre Oltl Oyster Rd 26-ILKKBQlL Builder Sue Jackson 6 Rick Rogers Opaque Door Name Library Type Wall Assignment Foundation Well Emntance Sotar Surface Color Surface Area Location Assignment Absorptonce >basemet Wood paneLl 318" base stairs, - 0.9 0.75 Medium 20.0112 Exposed Exterior wear ThennaTru,Opaqui >ambient. 0.9 0.75 Medium 20.0 02 Exposed Exterior Front ThermaTru,Opaquf >ambient 0.9 0.75 Medium 33.3112 Exposed Exterior w2 Side Iites - Opaque Door Library List Name Effective R-value - ThermeTru,Opaque 7.143 ThermaTru,Opaque w/2 side Ines 5A35 Wood parlel,l 3V 1.33 Roof Insulation Name Library Type Attic Exterior Area Clay or Concrete Roof Surface Color Surface Area Location @.1.J Tiles Sloped ceilings R41,DPBFG,10",10x16,G 1.521 No Medium _ 1,521.0 R2 Vaulted Roof Roof Insulation Library List Name Has Radiant Barrier Effective R-value R41,DPBFG,10",10x16,C No 34.141 Whole House Infiltration Infiltration Measurement Type Shelter Class 2.7 ACH at 50 Pe Blower-door tested 4 4 Building Summary Property Organization inspection Status 26 Old Oyster Rd Home Energy Raters LLC Results are projected Cotuit,MA 02635 506-633.3100 Chris Mazzola Old Oyster Road 26 Pre Old Oyster Rd 26-ILKKBGIL Builder Sue Jackson&Rick Rogers Mechanical Ventilation ventilation Type ventilation Rate[n'/ Operational hours per day Fan Watts Runs once every three Energy Recovery Percent Mlnutej hours Exhaust Only 50 24, �.„8. Yes; 0 Lighting w . ^%Interior Fluorescent %Interior LED Lighting %.Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Ughting Lighting 0 100. 0 100 0. 100 Onelte Generation 5 . Norte Present - - - 0, Onsite Generatian'Ubrary List None.Present 'Solar Generation None Present - - - Soler Geheratign Library 10� . ' r . � .� % w , . - None Present �.. 5 Building Summary Property Organization Inspection Statue 26 Old Oyster Rd Home Energy Raters LLC Results are Projected Cotuil,MA 02635 608-833-3100 Chris Mazzola Old Oyster Road 26 Pre Old Oyster Rd 26-ILKK5Q1L Builder Sue Jackson&Rick Rogers Conditioning Equipment } Name Lltuary Type Heating Percent Lead Cooling Percent Load Not Water Percent Load Location AC(1) ACC,24K,13SEER' o -7Q% 0%, �Unspa:fled: Furnace(1) 'FURNACE.AFUE95.0,N0 70%` 0% 0%. „Unspecified Water Heater INSTANTANEOUS,EF92.0,Nr3 0% 0%' - 100%.-= •,Unspecified ', upstairs ASHP; " ', PU21 30h,, 30%. 0% h.Unspecified _ L. HA30NHAS,Dueted,ELECTRIC Equipment Type:ACC,24k,13SEER°.. �. 7: Fuel Type" -x Electric y _ .T. Distrbution Type "Forced Air »A n_ Motor Type PSC(Single Speed).` Cooling Efficiency 13 SEER Cooling Capacity[kBtufi] q p Type:FURNACE,AFUE :O,NG.' d E .ul meet Fue1T �...�... 'NatuialGas Distribution Type_ Forced Air Motor Type .k:_�...=�:PSC(Single Speed), Heating Efficiency 95 AFUE � Heating Capacity[WRAI A.® ,.84. Use default EtE Yes EAE[kWh] Q Eq2ipmntjType:INSTANTAlEOUS;t3F92.ONG r. `-;, 'Fuel Tyr�'` Natural Gas Distribution Type _ Hydronic Dehve Hot Water Etf1 1.n cy,. 0.92 Energy Factor.: ,_ a ,.- —. - Tankless? Yes Equipment.Type.PUZ-HA30NHAS,Ducted,ELECTRIC , Fuef lrype�""»�' ,.......w:, ., -...,,, ..._.... _�.Efeciric. Distribution Type Forced Air ' Motor Type" `" "" 'ECM(Variable"Speed) "` Heating Efficiency '� �2.78 COP _ 'Heating Capacity[kBtWh] _ F.� -32 Cooling Efficiency 17 Cooling Capaclty[kBtu/li].m ...k. ,.«.,„„ ,,.r...e.,'.284EERN.,.......a....._,. ..,...m..............._._.,,.n„.i ' _ '�, Building Summary Property Organization Inspection Statue 26 ad Oyster Rd Home Energy Raters LLC Results are Projected Cotuil,MA 02635 508-833-3100 Chris Mazzola Oltl Oyster Road 26 Pre Oltl Oyster Rd 26-ILKKBOIL Builder Sue Jackson&Rick Rogers Distribution System 'Distribution Type Forced Air Heating Equipment Furnace 0) Cooling Equipment... .� �.. AC(1)-:_ _ Sq.Feet Served 1159 `#Return Grilles �W �—2 ""- Supply Duct R Value fi T _ .,. _ Return Duct_RValue d._6 Supply Duct Area(ft=J— 312.93 _ _ _ `Return Duct Area(fh]_ �y_ry y 115.9 `- Leakage to Outdoors 46 CFM25(3.97/100 s.f.) Total Leakage ` " _ q,�T=48 CFM25 g Total Leakage Duct Test Conditions Post-Construction `Use Default Flow Rate --Yes Duct 1 _- Duci Location --^`Basement(msutafed basement ceiling) 1 Percent Supply Area R 100 Percent Return Area Dud 2 _ Duct Location ^_ �^Conditioned Space�:.�._...�. � Percent Supply Area _ 0 _ Percent Return Area' Duct Duct Location _ _..... _ .._. Attic(well vented)^`_ Percent Supply Area 0 Percent Relurn'Area Dud 4 Dud LocationCondilloned Percent Supply Area 0 'Percent Return Area Dud 5 Duct Location Conditioned Space' _•_ _. Percent Supply Area 0 Percent Return Area Duct 6 Dud Location ` Conditioned Space"" LL y _ .w, _ Percent Supply Area 0 _ Percent.ReturnArea.,. Distribution System Distribution Type -�`�`j Forced Air ductless, Heating Equipment upstairs ASHP Cooling Equipment upstalre_ASHP _ Is All Equipment In Conditioned Space Yes Leakage Default _ ry F HERS Default Leakage µ Dud System vflclency 1 F Fan Fan Nol — 70.42254 _ 7 Building Summary Property Organization Inspection Statue 26 Oltl Oyster Rd Home Energy Racers LLC Results are projected Cotuft,MA 02635 608-833.3100 Curls Mazzola Old Oyster Road 26 Pro Oltl Oyster Rd 26-ILKKBOIL Builder Sue Jackson 8 Rfek Rogers Water Distribution. ,Water Fixture Type Standard _ p _ .. - Use Default Hot Water Pipe Length No �, "Hot Water Pipe Length[]tl a . __d`,..,;.:._. ......85.7_., At Least R3 Pipe insulation? Yes _ "Hot Water Recirculation System?-7" No Recirculation System Pipe Loop Length[it] 170 `.Drain Water Heat Recovery?mm, � "... �No- Clothes Dryer Fuel type T.. - Electdc Cef 2.617 ' -Field Utilisation Timer Controls Clothes Washer Label Energy Rating µ .. 151 kWhNear Electric Rate $0.11/kWh - .Annual Gas Cost Gas Rate _ $1.22/Thertn ,..�.�., Capacity, _ 3.31 . Imell 2.15474 Appliances and Controls Programmable thermostat? v � Yes _ _^ Dishwasher Size +. Standard Dishwasher Efficiency _ __ - T__�_ 278 kWh' Range/Oven Fuel Natural Gas Convection Oven? "' -No _ Induction Range? No Re(rigeretoiConsumption, � —691 kWhNeaz Notes Errors and Warnings have been Rater Reviewed 8 1 GREGCLA-01 LCAHOON CERTIFICATE OF LIABILITY INSURANCE DA1110812/0 8Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES j BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require art endorsement. A statement on { this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), II PRODUCER CONTACT E Almelda&Carlson Insurance Agency,Inc PP"c°N PO Box 664 a ;(508)540-6161 aC,Ne:(508)457-7660 Falmouth,MA 02541 INSURERS AFFORDING COVERAGE NAICS INSURER A:Evanston Insurance COropAgy INSURED insugm a:Assoc Industries of MA Insurance Co Greg Clancy Construction Inc INSURERC: 217 Clinton Ave INSURER D: Falmouth,MA 02540 INSURER E: INSURER F: f COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT NTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DDL SUER POLICY EFF POLICY EXP TYPE OF INSURANCE INGO wVD1 POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE DX OCCUR 3AA310014 11/1512018 11/15/2019 REMAGE TO RENTED 100,000 IS ES X Blanket Adt'I Insure (Ajw one Demon) 6,000 PERSONAL BADVINJURY $ __ 1,000,000 GENLAGGR£GATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY 0 LOC PRODUCTS-COMPIDPAGG $ 2,00%000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE UMn' ANY AUTO BODILY INJURY Per eraon $ OMED SCHEDULED �AU�TOOS ONLY AUTOS BODILY BODI Y INJURY(Per accident $ AUTOS ONLY AMA TO eomRldeTYnt AMAGE $ $ f UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE DED I I RETENTIONS B WORKERS COMPENSATION PER OTH- AND NYPRP OYERTRIETOR unnalurY WCCSOOSO126792018A 1IM612018 1111$12019 1,000,000 pANp�C�p i�EMg��pEXCLUDL�'07 E�T� Y� NIA - E.L.EACH ACCIDENT $ (MandatorylnNH) EL DISEASE-EA EMPLOYEE $ 1,000,000 describe,under De RIPTION OF OPERATIONSbelow F-LDISEASE-POLI LIMIT $ 9,000,00 DESCRIPTION OF OPERATIONS I LOcATions I VEHICLES(ACORD 1011,Additional Remarks Schedule,may be aUached If more space is required) Primary,noncontributory and waiver of subrogation on GL CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Greg Clancy Contructlon THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ACORD 26(2016103) 4@1988-2015 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD iY �c�o�mniv�vforn�l�nf'���ir6.,ar�utsrlls . Office of ConsumerANags&Business Regulation 4t . HOME IMPROVEMENT CONTRACTOR ' ,;TYPE"Cor�ratiori + Reg�stration=l Expiration*' --y'. ]:78596 05/04/2020 DREG CLANCY CONSTflUCTfON,INC 6 GREGORY CLANCY1 � 211 OUNTON :FALMOIJTH MA 02540 Undersecretary • -t..rv.+n'�«,fix ,.ar y.,. ,.a,- ,,..c f: « �' 77, y r 'Commonwealth of Massachusetts ®` Division of Professional Licens.ure c. Board of Building Regulations and Standards Constrd trd" rvisor .Eas: CS-085247 nrr ires .03/02/2021 4 NIP GREGORY J GLANCYx} ii� 217 CLINTONIW;0E FALMOUTH MA2540t r� ' y FFf' Commissioner Viti'- f J f �mET° ti Town of Barnstable Regulatory Services Richard V.Scali,Director Army Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder c a e ' ?. On c-1 ` ,as Owner of the subject,'roperty hereby authorize h re I (�,�, �o„ �"�"�w,�rc to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address ofJob) "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 coons are performed and accepted. , ignature of er, Signature of Applicant - 2 c.hc— J Pant Name Print Name Q_FORMS:OWNERPERMISSIOIQOOLS Town of Barnstable Regulatory Services �4oFto-te rOty,� Richard V.ScaIi,Director Building Division Tom Perry,Building Commissioner �$ 1M 200 Main Street, Hyannis,MA 02601 qED MAl a www.town.barnstable.ma.us Office:.508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATIOK- number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/fown state zip code The current 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 supervisor. DEFINITION 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 farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she'shall be responsible for all such work performed under the buildings permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. - t The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note:,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. HOMEOWNER'S EXEMPTION 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 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persou(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,RuIes&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 of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. QAWFII.FS\FORMS\building permit forms\EXPRESS.doe Revised 061313 w Deem ARM.v.14 l Lti1V l.I Av%jr-AJ JHl X%.akAN 111141J 1'L U IanBeamEtgine 2016.5.0.2 26 OLD OYSTER RD 9:58am Materials Database 1550 COTUrF,MA 1 of 2 Member Dafa Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 48.0 PLF Filename: CLANCY JACKS Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 1' 4.00" 988 311 Live Point(LBS) Top 2' 8.00" 988 311 Live Point(LBS) Top 4' 0.00" r 988 311 Live Point(LBS) Top 5' 4.00" 988 311 Live Point(LBS) Top 6 8.00" '988 311 Live Point(LBS) Top 9 0.00" 988 311 Live Point(LBS) Top 9' 4.00" 988 311 Live Point(LBS) Top 10' 8.001, 988 311 Live Point(LBS) Top 12' 0.00" 988 311 Live Point(LBS) Top 13' 4.00" 988 311 Live Point(LBS) Top 13' 4.00" 59 0 Snow Point(LBS) Top 14' 8.00" 908 435 Live Point(LBS) Top 14' 8.00" 489 0 Snow Point(LBS) Top 1& 0.001, 90B 455 Live Point(LBS) Top 16' 0.00" 548 0 Snow Point(LBS) Top 17' 4.00" 908 455 Live Point(LBS) Top 17' 4.00" 548 0 Snow Point(LBS) Top 19 8.00" 908 455 Live Point(LBS) Top 18' 8.00" 548 0 Snow Point(LBS) Top 20' 0.00" 908 455 Live Point(LBS) Top 20' 0.00" 548 0 Snow Point(LBS) Top 21' 4.00" 908 455 Live Point(LBS) Top 21' 4.00" 548 0 Snow Point(LBS) Top 14' 0.00" 4603 2503 Snow Additional Uniform(PLF) Top 0' 1.25" 1' 2.88" 420 200 Live Additional Uniform(PLF) Top 1' 5.13" 2' 6.88" 420 200 Live Additional Uniform(PLF) Top 2' 9.13" 3110.881, '420 200 Live Additional Uniform(PLF) Top 4' 1.13" 5' 2.88" 420 200 Live Additional Uniform(PLF) Top 6 5.13" 6' 6.88" 420 200 Live Additional Uniform(PLF) Top 6 9.13" T 10.88" 420 200 Live Additional Uniform(PLF) Top 8' 1.13" 9' 2.88" 420 200 Live Additional Uniform(PLF) Top 9' 5.13" 10' 6.88" 420 200 Live Additional Uniform(PLF) Top 10' 9.13" 11'10.00" 420 200 Live Additional Uniform(PLF) Top . 12' 1.13" 13' 2.88" 420 200 Live Additional Uniform(PLF) Top 13' 5.13" 14' 0.00" 420 200 Live_ 0 0 moo 2211 8 P 0� 2211 6 Bearings and Reactions Input Min Gravity Gravity Ij-.►&tA�t Location Type Material Length Required Reaction Uplift �►�~,H OF 1 0' 0.000" Wall Steel 5.500" N/A 17686# -- ♦��� s9c` 2 22'11.500" Wall Steel 5.500" N/A 17108# -- y DeANGELO R+ Maximum Load Case Reactions c STRUCTURAL Used for applying point loads(or line loads)to carrying members Live Snow Dead `� 9No.35062 1 11761# 2460# 5925# GI 2 9355# 5431# 6018# �0,� F Design spans 22 2.259' 1 All product names are trademarks of their respective owners _ Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing Is defined as when the member,floor)o19,beam oreirdet snrm on this drawing meetsappllcable design criteria forbade,Loading Conditions,and Spans listed on this sheet.The wneamaaia:).LLta CLANCY KUUMN JACKSUN 2N1JVLU 9-11-19 IrrnBeamBq0w2iD16.5.0.2 Materials Da 26 OLD OYSTER RD 9:58atn Matembese I550 COTUIT,MA 2 of 2 Product: W 14 x 48 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 8.030" Actual Depth 13.78" Web Thickness 0.340" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 107.00'k# 193.32'k4 55% 13.33' Total Load D+0.75(L+S), Shear 17.69k# 93.70k# 160/0 0' Total Load D+L LL Deflection 0,4199" 0.7396" U634 11.49 Total Load 0.75(L+S) TL Deflection 0.6554" 1.1094" U406 11.46' Total Load D+0.75(L+S) Control: TL Deflection AAA OF gss9C•' ♦moo`' DOMENIC g DeANGELO mi 0 STRUCTURAL No.35062 • 0,�.9FGl ST O All product names are trademadcs of their respective owners Copyright(C)20%by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. - Passing Isdefined aswhan the member,floor joist,beam or girde4 shown on this drawing meets applicable design criteria for Loads,Loading Condldons,and Spans listed on thissheeL The EVERS U CE` W sSDrive _ twood,Massachusetts=90 ENERGY October 23, 2019 Richard Rogers PO Box 527 Cotuit, MA 02635 RE: 26 Old-Oyster Rd., Cotuit, MA 02635 Dear Mr. Rogers: At Eversource, we're committed to delivering great service. { This letter serves as confirmation that, as of 10/23/19, the electric service to 26 Old-Oyster Rd., 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, Ms. Jurgil is Electric Services Support Center • i i (gatuff Xire Pistrict Patel 11cpartmetit ��11RI?plytRtlt �' �� tvtn 4300 FALMOUTH RoAn, P.O, BOX 451 aJ�n COTUI7, MASS. 02636 ` PHONE 508-428.2887 FAX 508<428.7517 October 17, 2019 Mr. Richard Rogers. PO Box 527 Cotuit, MA 02635-0527 RE:26 Old Oyster Road, Ontuit Dear Mr. Rogers: This letter serves as confirmation that as of October 15, 2019,the water service has been turned off at the street and the meter to house located at 26 Old Oyster Road in Cotuit has been disconnected and stored at the Water Department. Please give us a call prior to the demolition so that we can schedule the removal of any remaining materials. Please feel free to give me a call :if you have any questions at.508-428-2687; Sin erel Jennife-rNash � Office Manager national grid September 30, 2019 26 Old Oyster Rd. Barnstable This letter is to notify you that after our.investigation it.has been determined that gas service going to 26. Old Oyster Rd,Barnstable was cut off on 9/2512019. This letter DOES'NQT preclude the excavator or homeownerFfrom'calling 811 W before commencing any work. State law requires anyone planning underground excavation work to notify local utilities by calling 811 to get your underground lines identified'for you prior to doing any digging.The call to 811 is the LAW and must be made in advance of starting work. This confirmation letter of a,gas:cut-off DOES NOT refeve the excavator-of-making the call,to 811._It is a State Law;requirement€ If you have any questions, please feel free to contact me at 781-907-3728 Thank you, ed6c o" Colin Galvin nationalgrid Gas Connections colin.gaivin@nationalgrid.com 781-907-2958 EV E RS"U RC E 247 Station Drive ENERGY Westwood,MA 02090 9/12/19 Richard Rogers 26 Old-Oyster RD Cotuit, MA 02635 RE: Richard Rogers 26 Old-Oyster Rd Cotuit, MA 02635 To Whom It May Concern:`, This letter confirms that Richard Rogers has electric service with Eversource at the above referenced address. Mr. Rogers has requested service be disconnected on October 15, 2019. If you have any additional questions, you may contact us at the following number and any representative will be able to assist you: 800-592-2000 Monday through Friday 8:30 a.m. to 5:00 p.m. Sincerely;: . Yvette Customer Interaction Center r Confirmation of Service f Y IVih 4360. FALMOUgTH ROAD, P.Oi 45 BOX .1. •. �5 _ 4PT._UIy•. MASS• 02635::.. RON't 508-420-2687 4i_�A% 50 OSTI September17 2015 Mr.'Ri ha�d Rogers _ Ali c . ADO fox 07. :. Cotult,;MA 02635-0527 '01 Oyster Road,Cotuit RE..26 O.eer Mr. Ro6ers This fetter serves as.confirrnation that the water service is scheduled-to be turned afii at tie street,and the meter to.k�ouse iacated Road`6 26 61d ysier' in. ., COtuit Will be disconnected do 10/10/2019. Please glve•us a call if you have any o- stions.at 508'4202687. 'Slracer .1y, ,ien if r Nash.. - dlfice Manager, AWC Guide to Of Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 IJ Check 1.1 SCOPE Compliance' WindSpeed(3-sec.gust).................................................................'................................................ 11 0 mph WindExposure Category................................................................... .................................:...........:....... ......B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2- stories <_2 stories Roof Pitch ............................................:.............................(Fig 2)........................................... IT 5 12:12 Mean Roof Height ................ ............ .................. ..... ........ ....(Fig 2),:..............................................�•(,ft <_33' BuildingWidth,W................................................................(Fig 3)................................................. ft 5 80` ✓' Building Length,L :....................:..........,:....:.........:::..;..:.....(Fig 3).............................................,...�ft 5 80, _a,G Building Aspect Ratio(UW) ......... (Fig 4)......:.................................. ..4.Ll� s 3:1 Nominal Height of Tallest Openin 2 ..... s 6`g" g ....................................(Fig 4). ........,.............................. 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)...........................,.,,.................................. - 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................::..........................., ....................................................I..................... t� Concrete Masonry _. :?A 2.2 ANCHORAGE TO FOUNDATION'-3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general...... ........................ ........(Table 4)............................................ in. Bolt Spacing from endfjoint of plate ............................(Fig 5)..................................... in.5 6"-12" Bolt Embedment-concrete....:...................................(Fig 5)...............................;..................::I in.a 7" Bolt Embedment-masonry......... ..:............I........I..:..(Fig 5)......................... in.a 15" ,[t4 PlateWasher...................................I......I.........:..........(Fig 5)...............................................a 3"x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..............................:..... Opening Dimension...................................(Fig 6)..................................................J-L ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....................I................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)......................................................O ft s d Vol Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... Oft <_d \/ Floor Bracing at Endwalls...................................................(Fig 9)... .................................. ..........� P 4f.... Floor Sheathing Type ..........:.....,. ..... ..... ....(per 780 CMR Chapter 55)......Ar.a1l.k�a.',�o W S P.✓ Floor Sheathing Thickness ................................................(per 780 CMR Chapter 65)......................:114 in. _ Floor Sheathing Fastening..................................................(Table 2).,. 0 ad nails at_3_in edge/_in field �C 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).,.......................... ft 510' A!!� _ Non-Loadbearing walls................................................(Fig 10 and Table 5).:.........................I ft 5 20' Wall Stud Spacing ......................................................:.(Fig 10 and Table 5)................... in.5 24"o:c. Wall Story Offsets ........(Figs 7&8) 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x b - ft'D_in. _V Non-Loadbearingwalls................ _�..........:.....................(Table 5)......................,.......2x�-�ft� m. Gable End Wall Bracing' Full Height Endwall Studs.......................................:.:.(Fig 10).................................................................. WSPAttic Floor Length...............................................(Fig 11)...........,.................................. tb ft>_W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11).................:............................_ft a 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)...............................................:............. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss baysJZ Double Top Plate Splice Length ...............................:.....:..................(Fig 13 and Table 6)..................................... . ft ✓ Splice Connection(no.of 16d common nails).............(Table 6).......................................................... y' i A«'C Guide to Wood Construction in High Wind Areas: 1 i 0 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7). ....................................................10 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)..............................:..:..:;.................. b ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ' ........I..............................................(Table 9).,....:...........................Sft 6 in.s 11' V Sill Plate Spans ................................'......................(Table 9).................................. ft O in.s 11' \/' Full Height Studs (no,of studs)...................:. ..I.......(Table 9)..................... v Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..................................__4_ft ft in. 12' SillPlate Spans...................................................... (Table 9).................................. It ft 0 in.512" Full Height Studs(no.of studs)....................................(Table 9).................................. ................. ..... 4 ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............... .......................::.......................... 6'8" SheathingType..................................:..........(note 4)........... ..................... Edge Nail Spacing.... ......... .........(Table 10 or note 4 if leis) ..................... in., �[ Field Nail Spacing......:..................................(Table 10)...........................................,,,..JQ v. in. Shear Connection(no.of 16d common nails)(Table 10)................:.' ..:..................................: `,,W .e .. Percent Full-Height Sheathing.......................(Table 10 ............................I..........,........... ° �C 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........:./� Maximum Building Dimension,L + Nominal Height of Tallest Openingz.....................................................................(7 t 5 6'8" Sheathing Type.............................................(note 4)......:............................ 0�y„va C Ox Edge Nail Spacing.......................................:.(Table 11 or note 4 if less)....................... I in. �G Field Nail Spacing.........................................(Table 11).................................:............... to in. _sue Shear Connection(no,of 16d common nails)(Table 11)....................!.................... ........... 4tF7 Percent Full-Height Sheathing.........::....:.....,(Table 11) .. I......�% _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding Ratedfor Wind Speed?............................................................. .........:.............................I.,...................... AS Ve 5.1 ROOFS " Roof framing member spans checked?.........:.............(For Rafters use AWC Span Tool,see BBRS Website) V4" Roof Overhang ......................................:............(Figure 19)............. I ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift .. (Table 12}. ...U=2 0s plf ... ... Lateral ,..... .... ...............(Table 12)....................... ......... ......t; 17�plf , , Shear...............................................(Table 12).............................................S 13 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=__plf tALh Gable Rake Outlooker........................................,(Figure 20)............. Oft:'smaller of2'or.U2 �A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift .....................:...................:.(Table 14) ..................................U=gIjlb. Lateral(no of 16d common nails)...(Table 14) .......................................L=-T,41Ib. Roof Sheathing Type. ......... ..........................(per 780 CMR Chapters 58 and 59)... )y.�,.�d s/ti�" Z 5 w Roof Sheathing Thickness .... ... . . ......... �r+ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a, Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure.17 e. Corner Stud Hold Downs per Figure 18a and Figure,I8b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. C8Eeam Itl165A14 -krnBearnFS,gw 2D163.Q2 CLANCY.ROGERS JACKSON ISTFL G 9-11-19 MnetiabDatabaae 1550 26 OLD OYSTER RD 9-.42am COTUIT,MA 1 of 2 Member Data i s+ Frios o.S f+ Description: Member Type. Beam Application:floor_„ Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code:BBC Live Load: 40 PLF Deflection Criterla: U360 live,U240 total Dead Load: 10 PLF -Deck Connection:Nailed Member Weight: 30.0 PLF ' Filename:CLANCY JACKS Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top a 0.00" 39' 4.091 24 7 Uve Additional Uniform(PLF) Top 9 4.00" 5' 8.00" 275 83 Uve Point(LBS) TOP 8 9.75' 849 336 Uve Point(LBS) TOP 6' 4.00" 769 231 Uve Point(LBS) TOP 7 8.00" 908 272' Uve Point(LBS) TOP 9 0.00" 908 272 Uve Point(LBS) Top 10 4.00" SOB 272 Uve , Point(LBS) TOP 1i' 8100" 908 272 Uve Point(LBS) TOP 1& 0.00 908 272 Uve Point(LBS) Top 14' 4.OU! 908 272 Uve Point(LBS) Tap 16 8.00" 908 272 Uve Point(LES) TOP 17 0.00" 908 272 Uve Point(LEIS) TOP I 4.00" 908 272 Uve Point(LBS) TOP Is. &00.. 908 272: Live Point(LBS) Top 21' 0.00" 908 272 Live Point(LBS) TOP 22' 4.63" 5258 3849 Uve Point(LBS) TOP 22' 4.63" 3075 0 Snow i Point(LBS) Top 23' &W' 960 288 Uve : Point(LBS) Top 26 O. 978 293 Uve Point(LBS) TOP 26' 4.W' 978 293 Uve Point(LBS) Top 27' 8.00" 1041 312 Uve Point(LES) Top 29'tl.o0"- 20f8 3642 Uve Point(LBS) Top 29' 0.00" 3379 0 Snow i Point(LBS) TOP 29' 3.75" 412 123 Uve Point(LBS) Top 30' 2.25" 285 196 Uve Point(LBS) TOP 30' 5.13" 14 4 Uve Point(LES) Top 31' 8.00" 116 35 live Point(LBS) Top 33' 0.00" 90 27 Uve Point(LBS) Top 3T 8.50" 4 12 Live Point(LBS) Top 33'10.25" 821 998 Uve" Point(LES) Top 33'10.25" 502 0 Snow I Point(LBS) Tap 34' 4.00" 743 223 Uve Point(LBS) Top 35'_8.00" 1034 310 Uve Point(LBS) lop 37' 0.00" 1034 310 Live Point(LBS) Top 38' 4.00' 1034 310 Live Point(LBS) Top 22' 4,00" 6334 4226 Uve Point(LBS) Top 22' 4.00' 2778 0 Snow iT k3fa'44- i 211010 17 5 8 f 3940 �Pp%Of MASs�� r: DOMENIC W. yG OeANGELO z STRUCTURAL No.35062a �90�FoIs f) ul podal na<nesaro lratlemaksof ln�V�ectiva arws ' �P'Ydfl�(01 ZOtlbY�+�6eonpole Cwn{Nny Ino.ACl.AIOHf6 REBEPVE4 - - ^Pesanp Isdannad as when Ina mwb%flow 1611L Were orBidet Sawnon Ihlt dRalnp meg9sMkoble dDSW a se for LOX%Wiling Dandnlop%and$sansddW On INS M@w.The + 4 CS 1Beam20l5.5A.14 CLANCY ROGERS JACKSON 1ST FL G 9-11-19 IenBotlmFoWno 241b 26 OLD OYSTER RD 9:42am MaterialsDalabase ISM 50 COTUM MA 2 of 2 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000, Wall Steel 4.000" NIA 7008# - 2 21'10.625" Wall Steel 4.50W N/A 45911# -- 3 39' 4.000" Wall Step 4,000" N/A 9139# -- Maximum Load Case Reactions Wed Wappilrioa point loads ow line loedtltocaMb ""aW m - Live Snow Dead 1 6549# -W740 14W11 2 29231# 8519it ifim 3 60D1# 1523# 3139# Design spans' 21' 7,Wtr 17 2.2W �I 1 Product: W 12 x 30(50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top ohord. Design assumes continuous lateral bracing along the bottom chord, Actual Width 6.6W' Actual Depth 12.W' Web Thickness 0.280" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 42.3414 106.150 3WO 29' Even Spans 0+0.75(L+S) Negative Moment 58.06k# 106,15'k# 54"/e 21.89' Total Load D+L Shear 34.004 64.17k# 520/6 21.89' Total Load D+0.75(L+S) LL Deflection 0.344a' 0.7209' L/754 10.34' Odd Spans L TL Deflection 0.3826" 1.0813, U678 9 99' Odd Spans;D+L Control; Negative Moment - 1 i t P�tIA Df k4s � s DWENIC W.gc�G g DeANGELO rt1'n o STRUCTURAL 4 A� 9N o.35062� O,r� Gl T s All prodat namoeeta tradamelks of lh*0114=pva o"019 Capydatt M 2010 by 81mpean Snap ile Company Ina ALL RIOHB RESEMEa t ^Pas l led lood aawhen the memher,Aoorld6lbeam or 24dat dawn on lAladA<winQ inaeu appllatla dadan tdtada tortaedq Ladlnp ConQillan5 and 6paro llaad on lhlae§eeL fio ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ® ApplicationO(.1 G� Z Health Division Date Issued Conservation Division ? Application F Planning Dept: Permit Fee: AWL Date Definitive Plan Approved by Planning Board o r 57t' P Historic -°OKH. _ Preservation / Hyannis b) Project Street Address Village Owner Z` CIAA U Ro w_— Address19 Lull ravo �O�Nty rV�j /i 2�p� ® I Telephone Permit Request ?WKkk SbL Sti 94At bEU4 Wr M, � N1E�4 )t Ly- AS rA_ ArVAIWRb 4 6-% x I l� Square feet: 18t floor: existing N OO proposed 2'nd floor: existing proposed Total new b Zoning District Flood Plain Groundwater Overlay Project Valuation t T000 Construction Type Lot Size O i1 Grandfathered: ❑Yes' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )11 Two Family ❑ Multi-Family (# units) Age of Existing Structure °� :,YfLS Historic House: ❑Yes )I No On Old King's Highway: ❑Yes XJ No Basement Type: �1 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.)' Basement Unfinished Area (sq:ft) Ji Number of Baths: Full: existing_ new Half: existing f new, Number of Bedrooms: existing _new c,; c Total Room Count (not including baths): existing new First Floor Roo Coun-' Heat Type and Fuel: ❑Gas Oil ❑ Electric ❑ Other �= c Central Air: ❑Yes O No Fireplaces: Existing ( New Existing wood/ oal stov46: Yes ❑ No x— Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ xisting�,U new size_ Attached garage: ❑existing ❑'new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Q)4A mum Q(.Cm Telephone Number 9�� 15� 3 b9:7 � q Address License# f' ,-4AYLJ � � (® Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a®�3 a FOR OFFICIAL USE ONLY u APPLICATION# DATE ISSUED r" MAP/PARCEL NO. i ADDRESS VILLAGE OWNER z DATE OF INSPECTION: O r FOUNDATION l D � • FRAME 6�/l INSULATION x FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL FINAL BUILDING A— ® ew r DATE CLOSED OUT ASSOCIATION PLAN NO. i �,* r Town of Barnstable Regulatory Services ' � 14Ax7t3TAhi-� �. Thomas F. Geiler,Director 'r a .►. Building Division Thomas Terry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.tna.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW OFvner: /fit o G �rz S Map/Parcel: Project Address 26 Old Dy"I- Builder: The following items were noted on reviewing: • � �o itJO%sic is 6 5 . /�1 r�J ��: fr Q �o NfVE-�Tc�tS �FQ Gc /i�E-;a �E TGcts� (oxr- 7t>r°s ARZb GIrzrs L� I AJ-rP4:T-r1 o nJs /� -�5�i'L !o (/Ff2 r c r r¢�ILE �.O JOt, Reviewed by: Date: G CG v Q:Fwcros:Plnrvw I y, Tjie Cornrnonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washineon Street . m ` Boston, AM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A llcant Information Please Print Le 'bl Namt:(Business/Organizationandividual): NC141\ 0 Address: A9 birLzm[ )-a C0QN Y 9-6 City/State/Zip: � Pa\ji+aV,& . t i 01 5 1 Phone.#: TA - is L- 3o 5 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction . employees(full and/or part-time).* have hired the mb-contractors 2.❑ I am a"sole proprietor or partner- listed on the.attached sheet 7. ❑Remodeling ship and have no employees These sub-cntractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.-insurance comp insurance.$ required]' 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work, officers have exercised their ALE]Pltmzbing repairs or additions myself. [No workers' comp. right of exemption per 1vlGL 12:❑Roof repairs insurance required.]t c. 152, §1(4), and we have no 13. 1 Other Uet employees. [No workers' v comp.insurance required.] *Any applicant that checks box#1 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 contractors inust submit anew affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors,and state_ whether or not those entities have employees. If the subcontractors have employees,they must providt:their workers'comp.policy nwnber. mp ram an employer that is providing workers'contpertsation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ,. Policy#or Stlf iris:Lic.#: 7— Expiration Date: . Job Site Address: City/State/Zip: Attach a copy of the workers' eompensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required'under Section 25A of MGL c. 152 can lead to-the imposition of crimitial penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the bIA for insurance coverage verification. —__- r do hereby certi u der the pains-andpenalties of perjury that the information provided above is true and correct Si afore: Date� 3 — Phone#: Of fxw use only. Do not write in this area, to be completed by city or town offtciaL City or Town: . Permit/License# Issuing Authority(circle one): 4 1.Board of Health 2,Building Department 3. City/Town Clerk' 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person:` Pfione#s Information and Instructions Massachusetts General Laws chapter e 152 requires P uires all em toY ers to provide workers' compensation for their,employees: under an contract of hire, s defined as ...eve in the service of another and y . Pursuant to this statute, an employee r r7'Person express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing.engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receive'or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house 11 r. be deemed to be an employe building urtenant thereto shall not because of such employment ox on the g a grounds or pp MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage,required." Additionally,MGL ohapter 152, §25C(7) states 'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compl zncc with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractors)name(s),address(cs) and phone numbcr(s) along with their certificates)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Towp Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of tho affidavit for you to fill out in the event the Office df Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/licensc number which will be used as a reference number. In addition, an applicant that must submit multiple permit/licensc applications in any given year, need only submit onp affidavit indicating current policy information(if)3ccessary) and under"Job Site Address" the,applicant should write"all locations in (city or town). A cbpy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves ctc.) said persoA is NOT required to complete this affidavit . . The Office of Investigations would hke to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number: The e6mrmonwealth of Ma sachusetts Dcputmmt of Indust al AGGidc�,Ilts MCC of Iztvesti.gadans 600 Washingtan Street Boston, MA 02111 Tel. # 617-727-440.0 ext 4.06 or 1-877-NiASSAFE Fax# 617-727-7744 Revised 11-22-06 www.mass.gov/dia Town of Barnstable �OF,THE rp�� Regulatory Services • " Thomas F. Geiler,Director BARNSTABLE, -p, MASS. �P ,asQ. Building Division rFO � Tom Perry,Building Commissioner . 200 Main Street, Hyannis., MA 02601 vt,ww.town.barnstable.ma.us Office: 508-862-4038 Fax: .508-790-6230 HOMEOWNER LICENSE EXEMPTION CC Plense Print DATE: JOB LOCATION: a 6 ®Lb ®V ar L renumber (J street d village "HOMEOWNER"; 1`\LNI�YI� � 1`rJ��;�.j �� T.��_31�9� �7�— ��=31.�•3 name q home phone N work phone# CURRENT MAILING ADDRESS: J L i ITLJ�,Trk� C-0 0" city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units of less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION 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 farm structures. A person who constructs more than one home in a fi io-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on.a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit, (Section 109.1,1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules.and regulations. The undersigned"homeowner' certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requ`irepents, "I V Signature of Homeowner Approval of Building Official Note: 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. HOMEOWNER'S EXEMPTION 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 supervisor."tom*.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for-hire to do such work, that such Homeowner shall act as s.p Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supernsor(sec 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 Boai•d 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 of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. �optHeroy,L Town of Barnstable Regulatory Services RARN q sa M Thomas F. 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LOCATED IN ground and that it COTUIT,MASS. Bastablezaning� ' A PREPA D FOR. yardd setbacks° `�s�,, . DAVIE} u, R CHART) ROOEPS e•At� .30 — 28085 ` D.A TE:AUCx.30 2006 SCALE:I"=30' dat g ,200E cIS7ER CAPE & ISEANDS'ENCYINMERING &d[nrnt iaza SAL AND MASHPEE, SS. :.- 06/15/09 03:05 PM 978 456 9050 Page 1 y Town of Barnstable THE Regulatory Services �p Tp� 1• Thomas F.Geiler,Director Building Division w BARNSTABLE. T1MASS. �" Tom Perry,Building Commissioner i639• �0 ArEo ,�A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 5087862-4038 Fax: 508-790-6230 Approved:(' Fee: �-S 0L) Permit#: ;,;Z057 o HOME OCCUPATION REGISTRATION Date: J�Z9�o Name: ��eZz&' rJaC M hAZ• Phone#: g70 1-/001520 500 L1200--Z(5 Address: Village: Name of Business: �'S eQC�/2 Type of Business: aujx lr2q, d Map/Lot: Q36 00 I INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings, subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted-•as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • Tlie use does not involve the production of offensive noise,vibration, smoke,dust or other particular matter,odors, electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation, other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed e ttfi -t&Home Occupation. • If the Customary Home Occupation is listevert#sEd-as-a business,the street address shall not be included. •. No person shall be employed hf WVMUY Home Occupation who is not a permanent resident of the dwelling uni beA VW J U01 • I,the undersigned,ha ere agree wi he above restrictions for my home occupation I am registering. Applicant: Date: Homeoc.doc Rev.513 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367. Main Street, Hyannis, MA 02601 (Town Hall) DATE: ✓"1.2... Fill in please: APPLICANT'S YOUR NAME: a,�eGr� BUSINESS YOUR HOME ADDRESS: .Z O/CJ aW.S Ir V )ecj TELEPHONE # Home Telephone Number 5;D3 4f 0 Q-72 r1 he-5 I # ca'a, y00 !S2-,t- NAME OF NEW BUSINESS 1 S TYPE OF BUSINESS i y( ,5eL /I vL IS THIS A HOME OCCUPATION? YES ��� Have you been given approval from the building.division? YES NO ADDRESS OF BUSINESS. - & . d 1 AP/PARCEL:NUMBER — When starting.�, new business.there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to.assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -.(corner of Yarmouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. BUILDING COHVIMI NER'S OFFICE 'This individual.h s en..' o m f any permit re uirements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION �Auth ize gnature** RULES AND REGULATIONS.'FAILURE TO COMMENT Qp-nIV)_ COMPLY MAY RESULT IN FINES. 2. BOARD OF HEALTH This individual has been iafwmed .Qf the permit requirements that pertain to this type of business. orized S' nature**. COMMENTS: 3. CONSUMER AFFAIRS(LICC ING AUTHORI ) w ; This individual has be i ormed of the li n r qluirements that pertain to this type of business. Authored Signat a COMMENTS: o. LEGEND o 99 - EXISTING CONTOUR SYSTEM PROFILE COMPONENTS MAR ED WTHMAGNETIC BE TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. EXIST SPOT ELEV. o� X 99• . . PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE o Locus - 2" PEASTONE OR GEOTEXTILE [99]- PROPOSED CONTOUR `sue TOP FOUND. EL. 44.0 FILTER FABRIC OVER STONE o a 198.41 PROPOSED SPOT EL. 43.1' MINIMUM J5' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM TH1 NOTE: 2" MIN. WALL PRECAST H-10 THICKNESS REQUIRED MORTAR ALL BLOCKS OR TEST HOLE ,V RISERS (TYP.) 42.1' 4"0SCH40 PVC COMPONENTS PRECAST RISERS 4 Schoo/ H-20 2% SLOPE OF GROUND _ 6" MIN. SUMP PIPES LEVEL 1ST 2' 4' r St. Cvtuit ', 12" MIN. INT. DIM. ENDS BET. (TYP•) SIDES 41.0 }" y. Po�O JO JO "e. 'a•. :"°$e°"O"°°"e°°^�o 'a•. °°'o°o°o'o'°'°°o° GO /(a r 10" 14" > o 0 0 0 - :. +:. .: `ot`So o' .. 000Oo°°o° LJW�IV UTILITY POLE *41.24 40.99' 1500 GAL H-10 TEE ®®®® ®®®® °°°°�° ®®®p -®®®®;�. TEE SEPTIC TANK o 0 0 0 00°000 00°0000° 40.74 ° ° ° ° o000 00 ° ° FIRE HYDRANT 4' LIQ. LEVEL GAS BAFFLE :, �_o 0 0 0 0_• FORERTEST ESS X o ° ®®®®®®®®®®® °O°°°° ®®®®®®®®®®® °°°°°°°° o°o°o°O°o°o° o°o°o°o° oo°o°o o Y o 0 0 0 0 0 > o 0 0 0 ®�®®�®®®®®® o o ® ACME OR EQUAL ^^'^ N 'o°o°o°o° oo°o°o 0 0 0 0 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING °000°000 ®�®®®®®®®®® 000000 ®®®®®�®®®®® o000000o r 40.27' 40.1' °°°°°°°° oo 0 000000 38.0 ear She// %rfPf > 0 0 0 0 0 0 0 0 ° O 4- :...c..• J0:00000OOo0000000000°000000000000000000000;� °0000000,° °,o°,0°,0°,0,°,Ooo1 L 0000i°,or°o,°o,°o,°,o°,o°�00000° H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED *THE INSTALLER SHALL VERIFY THE �_ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2]) o OUTLETS AND ELEVATIONSUILDINGEWER PRIOR TO INSTALLING ANY ` LOCUS MAP PORTION OF SEPTIC SYSTEM � SCALE 1"=2000'± ( 2'5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 28.0' BOTTOM TH-1 TOWN ASSESSORS MAP 36 PARCEL 1 SYSTEM DESIGN. H-20 NO GROUNDWATER FOUND FOUNDATION 10' SEPTIC TANK 47' D' BOX 12' LEACHING WELL NOTES GARBAGE DISPOSER IS NOT ALLOWED FACILITY \ 1. DATUM IS NAVD 88 EXISTING 3 BEDROOM DWELLING 2. MUNICIPAL WATER IS EXISTING DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE A 330 GPD DESIGN FLOW \ \ 4. DESIGN LOADING FOR PROPOSED SEPTIC TANK TO BE G 1"v AASHTO H-1Q; DESIGN LOADING FOR PRECAST CHAMBERS TO BE ASSHTO H-20. SEPTIC TANK: 330 GPD (2) = 660 N rn � 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1500 GAL. SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH LEACHING: 310 CMR 15.000 (TITLE 5.) SIDES: 2 (30 + 9.83) 2 (.74) = 117 GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BOTTOM 30 x 9.83 (.74) = 218 GPD ) BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. TOTAL: 454 S.F. 335 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. \ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITHOUT INSPECTION BY BOARD OF HEALTH AND WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' �� PERMISSION OBTAINED FROM BOARD OF HEALTH. BETWEEN UNITS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 42 DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. \ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE k1 LEEMOVED ACH REACHING BENEATH AND 5' AROUND THE PROPOSED MA APPROVED DATE BOARD OF HEALTH 6 �� 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 50 �o„ j REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. EXISTING SEPTIC TANK TO BE PUMPED AND REMOVED TO FACILITATE PROPOSED CONSTRUCTION. 13. ENGINEER AND TOWN TO CONFIRM SUITABLE SOILS IN _�,,, _.__ __ __ -\-,- __- _ -. =..,L�:: ;.._. ��,._..a�v .�.,.;��_ -_ _ _- .__ THE AREA OF THE .PROPOSED LEACHING FIELD PRIOR TO T _ - INSTALLATION!. MINIMUM 48 HOURS NOTICE REQUIRED. o ti M P 36 P 1 a; " \ o 8, 41± S.F,,�h o cp� ZONING SUMMARY' O cam, 6�„ cs \ ��`� ZONING DISTRICT: RF RESIDENTIALREQUIRED DISTRICT EXISTING: PROPOSED: BENCHMARK: �`MAG NAIL SET t MIN. LOT SIZE 87,120 S.F. 28,441±S.F. 28,441±S.F. =48.6' NAVD88 MIN. LOT FRONTAGE 150' 140.00' 140.00' \ " MIN. FRONT SETBACK 30' 67.8' 68.6' 1 MIN. SIDE SETBACK 15' 28.5' 31.4' so hod \ k� lA�J �NV MIN. REAR SETBACK 15' 67.5' 77' MAX. BUILDING HEIGHT 30' 25'-7 TH2 "*MAX. LOT COVERAGE 20% 6.4% o EXIS LNG HED TO O *MAX. FLOOR AREA RATIO 0.30 0.06 g kg B ELO ATED O 0 u Epp *PER §240-91 'RAZE AND REPLACE' rn SHED D K \ u SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT. �1�F�P ti TEST HOLE LOGS \' SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT �" �`•� SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS FOR POPPONESSET BAY, ENGINEER: CRAIG J. FERRARI, SE #13871 so `. / -- O 0' N� > \ � \ \# RINSING TATION o 2s THREE BAYS RUSHY MARSH AND CENTERVILLE RIVER WITNESS: DONALD DESMARAIS RS \ �\��� PROPOSED PORTION OF SITE IS WITHIN ZONE I DWELLING M\ DATE: 12/1 1/2017 TOF=44.0 PERC. RATE _ < 2 MIN/INCH \ '� CLASS I SOILS P# 15547 `°�� ^� 1 ELEV. z ELEV. k6 Q II I &TE PLAN orr Q 39� orr Q 39, ¢S OF � �6� `°�� 4 BENCHMARK: FILL " FILL BE BENIN CHMARK: TREE TO O2 �J� ' 9b #26 OLD OYSTER ROAD 10 \ O\ =48.0' NAVD88 A A �� COTUIT, MA � LS LS ENGINEER ND �'sr OQ �� XISTI G DWELLIN 1OYR 3/2 1OYR 3/2 TOWN T ONFIRM 17 Q ot 0 B RA PREPARED FOR 7 7, 16 18 SUITA E SOILS IN TH REA OF THE RICHARD RODGERS & SUSANJACKSON B B A 00 ISTI G WA RLI E T BELS LS LEAC ING FIELD PRO SED IS NNECT F OM XISTI LLING, ROT CTED DU NG „ 36.5,10YR 4/6 ' „ 10YR 4/6 , 10 TO L 1N �,� 1 STRU ION AND - 30 36.5 I 8 HO S 0 �' DATE: AUGUST 20, 2019 CON 30 ECONN T T SE o REV. SEPTEMBER 19, 2019 (SOIL INSPECTION NOTE) �O N \ DWELLI G N IC UIRED. Scale: 1"= 20' Q k I I TI G OVE A ECT C C v \� PERC 0 BE ISCO ECTED ROM ,��P��NorMgs�c i ' �SHOFMgss 6 )► EX TIN WELLI G t oc DANIIEL- ti� 0 10 20 30 40 50 FEET A. RO TED DURI G nArvl�l_A. s MS MS C NST UCTI N D _ CIVIL OjALA �: I" OJALA U, off 508-362-4541 \ R CON ECT D TO P OPOSE �1 �N° 46502� �o 40980,� downfox 0ca escom88© °T �� F� L F.. �o ( P D ELLI G sTE �.�� ��q Ess •�Q !¢ � 10YR 7 4 10YR 7 4 ss� ��G'' Zoo SUR\J / / down ca a en iaeerin Inc. 132" 28' 132" 1 1 28' Ifs �RII TWA T 0 BE -- civil engineers NO GROUNDWATER ENCOUNTERED ,� EL land surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 DICE # > 7-334 \ DATE DANIEL A. OJALA, P.E., P.L.S. 17-334 JACKSON-RODGERS REV.DWG