The URL can be used to link to this page

Home My WebLink About0160 TERN LANE , . ,: .. '. ,. .. �- ., � ., � - . .. ,. - :w .- � . o �. � _ � - 1.,.� -. � - � � r _ a _- ,. ,. a -. .. �� _ ,. .� E r � - ., � ° p ` �- S S E a .. - .. � P .e F _ �� ,. .. $ . � , . . ,d c ., �� ,. ,. e o � e V - o .. �,. ; € r o t v -_ s",� - L ... � .. L q i e. � '� '� � o II tj -Pro r tir �4 ewnforce.cl oudapp.neVC odeEnforcement/ReportWi zard.aspx?ti d=67 7' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 Map 0, Parcel_ [ $ Application # Z11150 (0000 Health Division Date Issued P IJ Conservation Division Application Fee 5c). 0 C) Planning Dept. Permit Fee 2040'C0 Date Definitive Plan Approved by Planning Board CO, Historic - OKH _ Preservation / Hyannis Project Street Address 16o Village C'C�1TPi"Il f �C Owner ( / I I fail, 6'(6�/- Address :??46COTr l2® >7 y3a Telephone 11` Permit Request pY (_,7 - � ram- �: �d_�l " ']�2 as CA 6 V_—XXQ Square feet: 1 st floor: existing proposed . 2nd floo : exi ting proposed [ Total new Zoning District ?_0 Flood Plain 11 Groundwater Overlay Project Valuation Construction Type Lot Size��(P I-V Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family �L Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes Cklo Basement Type: ❑ Full 4(Crawl ❑Walkout ❑ Other . Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2- new Half: existing / new Number of Bedrooms: 4 .'Jexisting 0 new r r ' .- Total Room Count (not including"baths): existing new I,.; First Floor Room Count 4Heat Type and Fuel: ?kG j ❑ Oil ❑ Electric ❑ Other Central Air: _.O(Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes )(No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑;,existing ❑ new size_ Attached garage: Aexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other a :z e Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ %Qommercial ❑Yes ) No If yes, site plan review# Current Use Proposed Used APPLICANT INFORMATION -----(BUILDER OR HOMEOWNER) Name KeAAA k44? elephone Number �net 2,P -0 U� Address 1�l4(n P( 0 t/I License# ^ 070,9P4 Home Improvement Contractor# Email 0,4A O/) 4 I I DVS (��IG� .N^orker's Compensation # �°�6 oil ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T0L_A4t ic_ heACRA!n� tAJ SIGNATURE fDATE �`� z 4 4 FOR OFFICIAL USE ONLY ' ;`.2 APPLICATION# DATE ISSUED MAP/PARCELNO. ,k ADDRESS VILLAGE f OWNER DATE OF INSPECTION: r FOUNDATION ItS ' FRAME � .312zb INSULATION 3 3e11 FIREPLACE ELECTRICAL: ROUGH FINAL ;{ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commomveakh v,f-Vaysachusetts Department o,f Indush iat Accidents _- Off"o lnvestiOdons. 600 Washijigton Street Boston,MA 02111 4 iviviv.ma3mgov1di a NlTarkers' Campensation Insurance Affidavit-Buildei-s/CuntractarsiEfecEricians!Plumbers Applicant Infun nafian. Please Print L .cq'b Name,�3asuDessAOrgan�+�nJfnr3��zLai� � 101� �-�� O'1/V� �(: � ( _ e?,-,7 Address:_ City/StatelZip: 45 rel bl`(`<0 H/;? Phaae,.ir �'��" . `( Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employes With'_ I am a general contractor and I employees(full ar<dfor part-time). * 'nave hirer!the sub-coat ractm 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-contrac#ors have g- ❑Demolition Fyn -inv forme in any capacity employees and workers' 9_,P ,Building addifian ` [No wvarkm' camp.insurance comp-insurance-$ ed- 5. ❑ file area corporation and its 1 ❑Electrical repairs or additions r f � 3.❑ I am a homeoumes doing all work officers have exercised their 11.❑Plumbingrepairs or additions myself[No workers'r-onrp. rightof exemption per MGL 13_❑Roofrgmim insurance required-]1 c.152,§l(4X andwe have no employees-[Na wo&ers' 13-0 other camp-insurance required-1 ✓ 'Any appBcmt that cbectsbox AE1 rmst al a Mcrutthe section b9 wsbmsing their vmAexe compensation policy infbmndon- ] AII7eOQYners WISo submit this of darir 1ndzCating they 8I£doing all waa3c and then hire outside I Omtractmr5 mast 5 IF=anew affidavit irox—ice sash ICantLs tors that check thus boot mmst attacked an additional sheet shouting the name of the sub-cam trmtors and state whether or not tbose entities have employees.Iftbe sub-canntracta shave employee%they must pmi&their worken'-wmp.policy number. I ant an enfpLayer that is pnniding workers cot gmisrd ion bmirancefor sty*enrp&a wes $etoty is the policy and job site informatwn. Insurance Company Name: L� c//`G Policy#or Self--ins_1 ic.4, �y u Date: Job Site Addte= 1.�D �1'� 1 4 n?` cityistafellztp: C'eoy 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 criuunal'penakies of a fine up to S UOD 00 andlor one--y{e-ar imprisonment,as well as civil penalties ire the fo=of a STOP WORK ORDER and a fitn: of up to$250-00 a day against the violator. Be advised that a copy of this statement nsay be forwarded to the Office of Investigations of the DIA for insurance coverage verific a ion.. I do hereby cacti raider the pains andPeU .f pzdut y'that die iaformaf wi-prm•-ided abmv is hues mid correct Simature. Date: � `L S Phone A- 5O�— 2-r7 Ofi7cial arcs dre£y. Da ant pyrite ie th s area,to be completed by city artotcn a ffrcaiat Cdy or'I'osra.: P'ernritfl icense# Issuing Authority(circle one):, L Board of'HtZtli 2.Building Department 3.City1rown.Clerk d:Electrical Inspector 5.Phimbing Inspector b.Other Contact Person: Phone ih -haformation and Instructions ' b Massachusetts Geheral Laws chapter 152 regnnr s all employers to provide wormers'compensation for their employees. porsTa,, this state,an emplayee is defined as-, _every person in the service of another under any contract of hh express or implied,oral or writtuaf An e7,Tkyer is deed as"an individnal,partnership,assoccia on,corporation or other legal eniiLy,or ray two or more of the foregoing engaged m a joint entmpLise,and including the legal represestafives of a deceased employer,or the rEceiYer or trastee of an individual,partnership,association or other Iegal 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 - elfin dwelling house of another who employs persons to do mamfmance,construction or repay dw work on such g house. or on the grounds or building appurten thereto shall not becanse of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also sues that"every state or loyal licensiiig 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 cdmpliance with th-e prance coverage required." Additionally,MGL chapter 152, §25C(7)states-Neither the commonwealth nor any of its political subdivisions shall enter mto any contact for the performance 0fpubho wa do until acceptable evidence of compliance with the n a ,ra ce. regaineme�ofthis chapterhaveBeenpresentedto the confmr,mgauthority." App]Rauts Please fill obt the workers'compensation affidavit completely,by checlong the boxes that apply to your situation and,if necessary,supply sob-contractor(s)name(s), addresses)and phone numbers) along with their cer(ificat*) of insumnce. Limited Liabulity Companies(LLC)or Lfi itedLiability Partnerships(LLP)with no employees other than the merthbers or palfners,are not nquired to teary wolkers' compensation fisozance. If an LLC or LLP does have empl_oyees,apolicyisregaired. Be advised that this affidaYit maybe submittedto the Depar-imentofIudusfrial Accidents for confirmation of insurance coverage. Also be sure to sign and date thhe afEdavit The affidavit should be retumed to the city or town that the application for the permit or license is being requested,not the Department of hn_dusfti aJ Accidenis. Should you have any questions regarding the lave or ifyou ate rehired to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their selfLias,ra ce Iicease number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and prhded.legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigafions has to contact you regarding the applicant Please be sure to fill in the pemnitllicrose number which will be used as a reference number. Rx addition,an applicant that must submit multiple permitiHcense applications in any given year,need only submit one affidavit indicating current and under"Job Site Address"the'applicant should write"all locations in (city or_ p ohcy mfom.ation Cif necessary) � . town)-"A copy of the-affidavit:that has been officially stamped or maiked by le city or town may be provided to the applicant as proof that a valid affidavit is on file for future peumits or licenses..Anew affidavitmust 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 (Le. a dog license or permit to bane leaves etc-)said pasou is NOT required to complete this affidavit The Office of Juvestigafions would at to thank you in advance for your cooperation and should you have any question, please do not hesitate to givens a call. The Department's address,t6lephone and fax number: CG=xGnV�eajjft csf N1assaahn ' • Y Degaz$n�c}f Indn�ial Acci�.e�ts ' ��e of Xu.�e�figal5io� . FQ4��ingtan Sizes BmtGn..,M4 IIF Tf,-1.4 617' -4 =t 4-€lf Or 14M MA SSA- Fax 9 617-727 7M Revised 4-24-07 I 02/08/2015 14: 14 F.4X 5085635587 HURRAY&MACDONALD 12 001/ 01 ACCORLOCE ° RICATE OF LIA ILIjTY INSURANCE . PATE(MIN 171 5 THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATIION ONLY AND C® 2/9/TO 15 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY NFERS NO RIGHTS UPON THE CERTIFICATE HOLCIE . T AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE P IC BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A, CONTRACT 81-TWEEN THE ISSUING INSURER(S), AUTH Ftl7 REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE FOLDER, I' IMPORTANT; If the certificate holder IsanDITIONAL INSURED,the pollcy(las)must be endorsed. It SUBROGATION IS WAIVED,alu eC the terms and conditions of the policy,certain pollCieS May require an endorsement. A statement on this certificate does not confer right Ito certificate holder In IIOU of such ondometnent® , I PRODUCER CONTAC NAME- iRLldteW Roth bSurr&Y & MacDOnald Insurance Sglrvicaa, I Ic•. PMGNP fait, No rAnL.(SOB)540�Z4O0 A ' (soe»s�.:e a 550 MacArthur Blvd, 1 e,MAR. laseth�mmi®�..cOm — — INSURERS AFFORDING COVERAGE Ale B®urne XA 02532 INSURERA40th am 1naurance INSURED INSU _ —_ RER B_"uaf�t y IISd6:iIL�i t: �,_j g Kendall & Wdlch Ceriatructioss Inc y-0F Ro!Kartgord Insurance cc. — PO Boat 490 INSURER Dt INSURPR!i — OIsCerville MA 02655 I INsuRSR�: —_ COVERAGES CERTIFICATE NUMBER:1 -16 maseer REVISION NUMBER! _ _ THIS.IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY RI INDICAT5D, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHIC TI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE ' RD EXCW$IONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN'MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE i POLICY EFF' POLICY 4XP POLICY NUMBERLIMITS _ 1 '�...w 08NBRAL LIABILITY EACH OCCURRENCE 9 1. ®?O X COMMERCIAL GENERAL LIABILITY '00'PREMISES S 1010 A X CLAWWADE ®OCCUR Y.d013LY♦800796 6/13/2014 6/13/2019 MEDEXP(Any ens ardor $ _— 9 ` PERSONAL B AOV INJURY 3 1, O, GENERAL AGGREGATL• S 2, 0 GEN L AGGREGATE LIMIT APPLIES PER' PRODUCTS•COMPIOP AGG S 2, a 0 5C POLICY PRO• LOC G AUTOMOBILE LIABILITY I MIN IN L LIMI •� ANY AUTO BODILY INJURY(Per poraon) $ ALL ED X AUTOS 6207210 B/ /2014- '0/4/2019 BODILY INJURY(Per argIdenl) a _ NON-OWNED PROPERTY DAMAGE S HIRED AUTOS AUTOS I _ -PIP•Saolc $ B UMBRELLA LIAO OCCUR EACH OCCURRENCE 3 — EX0116e LIAR 6 IMS•MADE AGGREGATE DED RETENTION $ C WORKLRS COMPENSATION WCSTATU• OTH• AND EMPLOYERS'LIABILITY r ANY PROPRIETORIPARTNER/EXCCUTIVE Y I N S,L,EACH ACCIDENT 3 OOi 6 OFFICERIMEMBER®XCLUDED9 NIA 01 (MandalaymNH) 69601J85033P 3515 /e/aD15 /6/2Dz6 E,6,DISEASE-EA EMPLOYE $ 5 6 ribq OCS RI��ION OF OPERATIONS below E L.DISEASE•POLICY LI T ® ` rA 0 } DESCRIPTION OF OPERATIONS I LOCATION®I VEHICLES (Atlivh ACORD 101,Addlil inal Ramuke&heduln,It mere apeee:le required) i CERTIFICATE HOLDER I CANCELLATION SHOULD ANY OF THIe ABOVE DESCRIBED POLICIES BE CANCELLED B V110 THE EXPIRATION DATE THEREOF, NOVICE WILL BE DELIVER D Town of BarzistAble ACCCR DANCE WITH THE POLICY PROVISIONS. Building Dept: 200 Main Street AUTHORIZED REPRE68NTATnrP Hyaania, 14A 02601. S xarringtone CYC/BXH rZ:U00-nsaP_, f'�ae16�6d ' ACORD 26(2010/06) I 1 01888.2010 ACORD CORPORATION. All rlghtes or {NS026 12010051.01 The Al P1b7r1 ne,we ewes 11—ern r®,a.6—arl ewarlto n,f ACflQrl I 09/04/2015 FRI 16: 04 FAX 508 564 5531 Bouchi� insurance 2001/00 DATE(W/DD/YYYY) CERTIFICATE OF LIABILITY JINSURANCE 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 AMEFND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ^'ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED ,EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,I the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require'an endorsement. Al statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: CG Robert E Bouchie Jr. Insurance PHONE ........._.....i__...._._-....._.........:..._..._.......--._.,......._..._,,.:.._.,...FAX...__............_._......._......__................_.... 1352 Route 28A EMaLF°) (508) 564-5560 KIP Nei: (sob) 564-553 ADDRESS: in!fo@Bouchielnsurance.com PO Box 400 I IN Cataumet, MA 02534 .- Sl1RE,R{S)AfFORDINGCOVERAGE NAIL# ._......... ....................... .. .. .._.... _ ... _ INS11RfiRA -S&H Underwriters ..(Western._Her; . .. I INSURED I NSURER B;Rartf ord TomCosta Building & Framing _.._.._..__..-........._..._..1. .........................................-...:... ......_....._. - ---....._............ __..._............_ _ INSURER C._.._.....__.............:........_...._...:_-._.:'._:...-......._.........__.....:._._.-................._......._...... 29 Lady Slipper Lane INSURER.d..............::......----------------—------...................__....................._.......,_....._..............._j................ ....._. - Mashpee, MA 02649 INsuRERE: I INSURER F: E COVERAGES CERTIFICATE NUMBER: 1 ! REVISION NUMBER: ' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS ANDCONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY GAVE BEEN REDUCED BY PAID CLAIMS. INSR! ....._.....: fAi7D L+SU E R ; POLICY EFF POLICY E)(P ; CE AN IINSRWVD: POLICY NU NBIER TYPEOFINSURNBIER (MMIOONYYY) (MM/OD/VYW): LIMITS A ; GENERAL LIABILITY ;3CP1043428 [ 7/31%15 7/31/16tEACHOCCURRENCE $ a, QO0 OO.. 7-•DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY 1 CLAIMS-MADE ,.,X_iOCCUR i _ - �MEDEXP.(Anyoneperson.. .�.. _$_..... ... ...J,,,QO. $ ..1_r..400r 00 Y.._.._...... _ ........... _.... _.._.._ __.._ . - .._. . 9,000,00 .._._.. PERSONAL&ADV INJUR GENERAL AGGREGATE, $ _GEWL AGGREGATE LIMIT APPLIES PER PRODUCES-COMP/OPAGG $ 2.. OOO OO PRO- . i LOC }{1 POLICY - AUTOMOBILE LIABILITY COMBIN EDSINGLELIMIT ANY AUTO I BODILY INJURY(Per person) $ I ALLOWPED SCHEDULED i i BODILY INJURY(Per accident);$ AUTOS AUTOS i .....,- NON•OWNEO I i PROPEFTYDAMAGE {Per accident HIRED AUTOS _ AUTOS i....._..___.. ... _..-. _ ......_ i . UMBRELLA LIAR OCCUR EACH OCCURRENCE I$ r i I EXCESS L1AB « AGGREGATE i CLAIMS-MADE $ .............._�...._........,._._ ._....__._...._........_......_.. i i . ...................._._..._...__..__... ---.... .._.__..........._.._. _ I i DED RETENTION$ {` $ 3 WORKERS COMPENSATION i g/21�,1q I WC STATU• ;- -'OTH-; B Y/N $6S60UB0296M85714 I i 5 ITORYL)MITSt.._.6•,ER. . AND EMPLOYERS'LIABILITY 9/21/1 ANY PROPRIETOR/PARTNER/EXECUTIVE ZOO,OO ` OFFICER/MEMBER EXCLUDED? }[ I N/A. - - ••• - .. OFFICERIM In NH) I EL EACH ACCIOENf $ { (Mandatory Yes,describe under j F L DISEASE-EA EMPLOYES $ 1 OO,OO _ DESCRIPTION OF OPERATIONS below �� E.L.OIS EASE-POLICY.I_IMIT i$ 500 OO i DESCRIPTION OF OPERATIONS/LOCATIONS f VEHICLES (Attach ACORD 101,Additfona(Reriarks Schedule,it more space Is regUred) CERTIFICATE HOLDER l CANCELLATION SHOULD ANYIOF'THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch .Con truction ACCORDANCE WITH THE POLICY PROVISIONS. 32 Wianno Avenue, Unit #5 `. OSterville, MA 02655 AUTHORIZED RE PRESENTATIVE Robert E, iBouchie Jr. 1988 2010 ACORD CORPORATION. All rights reserVE d. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: (508) 428-4907 E-Mail: i i ACORO° CERTIFICATE OF .' LIABILITY INSURANCE DATE (MMIUDIYYYY) 09/01/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION;ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). i I, PRODUCER Phone: 508-540-6161 Fax: 508-457-7660 i NAME: s OONTACr Bob Allietta ALMEIDA&CARLSON INSURANCE AGENCY INC. PHONE. — P.O.BOX 554 i C.NoExtl: (508)888-0207 _ l FAX.No); (508)888-0550 E-MAIL rallietta@almeidacarlson.com FALMOUTH MA 02541 � ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# i INSURER Arbella Protection Ins Co INSURED ---- '--'--� - - D P FUCCILLO CONST INC INSURER :Hartford Underwriters Insurance Co 548 THOMAS LANDERS RD INSURER C :Arbella Protection Ins Co E FALMOUTH MA 02536 INSURER Di ARBELLA PROTECTION INS CO 41360 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 31257 REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOVY HAVE BEEN ISSUED 'O THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO_WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 'ADD'L i SUBR I POLICY EFF - POLICY EXP _LTR' TYPE OF INSURANCE_ INSR WVD i _ POLICY NUMBER MMIDDNYYY (MMIDDIYYYYI LIMITS A i GENERAL LIABILITY 8500045173 ," 10/20/114 10/20/15 �I EACH OCCURRENCE 1,000,000 — I i-X :COMMERCIAL GENERAL LIABILITY f-DAMAGE TO RENTED _ PREMISES(Ea $ 300r000 oaurence) !CLAIMS-MADE X !OCCUR `. MED.EXP(Any one person) $ 5,000 X i BLANKET ADDITIONAL INSUREDS - i i I PERSONAL&ADV INJURY j $ 1,000,000 I I GENERAL AGGREGATE 1 $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - I I PRODUCTS-COMP/OP AGG $ 2,000,000 — PRO- POLICY I .JECT LOC $, AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1 09/08/14 09/08115 1,000,000 Ea accident $ ANY AUTO I BODILY INJURY(Per person) $ ALL OWNED X AUTOSULED I I BODILY INJURY(Per accident)j$ -AUTOS X !HIRED AUTOS X NON-OWNED i i ;PROPERTY DAMAGE $ - -- AUTOS i I (per acddent) — i $ C UMBRELLA LIAB i OCCUR 4600061736 10/20/114 10/20/15 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB r—I CLAIMS-MADE: i F AGGREGATE $ O DIED X :RETENTION$ _10,0001 ! g _ i WORKERS COMPENSATION `; - WC STATU- , OTH 1 g + 5B659382 10/23/14 10/23/15 TORYLIMITS ER ;$ _ AND EMPLOYERS' LIABILITY 'ANY PROPRIETORIPARTNERIEXECUTIVE Y I N E.L.EACH ACCIDENT ;$ 500,ODO OFFICERIMEMBER EXCLUDED? �� - _ — (NIAi E.L.DISEASE-EA EMPLOYEE $ (Mandatory In NH) — _ 500,000 If yes,describe under } r E.L.DISEASE-POLICY LIMIT 'i$ - 500,000 DESCRIPTION OF OPERATIONS below. ' - i DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Rimarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 'KENDALL&WELCH THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCEI WITH THE POLICY PROVISIONS. - - AUTHORIZED REPRESENTATIVE Attention: } j Bob Allietta ACORD 25(2010/05) I @'1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 06/08/2015 MON 9: 47 FAX 5089923538 southeastern. IA I�j001/UO '4CO�deU®' CERTIFICATE ®F LIABILITY INSURANCE D/e/2015. q,bllyl,°°nYYY) FTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI .CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE FLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING; INSURER(S), AUTHORIZE .<EPPESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder Is an ADDITIONAL INSURED,I the pollcy(les)must be endorsed, If SUBROGATION IS WAIVED,subleet.t the terms and condltlons of the policy,certain policies may require an endorsement. A statement on this certificate does not Confer rights to th certificate holder In lieu of such endorsements , I PRODUCER CONTACT p(arYn Bernier - NAME T Southeaetarn Inauranee Agency,. Inc. P 0 P (5i08 997-6061 - ---((Ac,No),(400)990-2731— - 439 State Rd. A GAIRE66•kber i0r0 eouthas aternir�s,com P.O. Sox 7939t3 —...._...... _-_ North Dartmouth MA 02747 ( f INSURERS)AFFORDING COVERAGE NAIO N -•---... _..... INSURER A.Merahapte insurance Group ------ INSURED ono >Excavating Inc. RINSURER B A X6hants mutual Ineuranoe Com 23329 onei I � __.._.... :INSURER C: 91 Echo Road Unit#1 ---...... IN$VRER 0 INSURER E - - Mashpee MA 02649 I INSURER P! COVERAGES CERTIFICATE NUMBER:CL15431D00913 ; REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOV"HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI CERTIFICATC MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN,15 SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS O_F SUCH POLICIES.LIMITS SHOWN MAY iAVE BEEN REDUCED;BY PAID CLAIMS_. INefa _.,.. .. .._.._. -.. _ _ LTR TYPE OF INSURANCE wvnP L C POLICY EPR PQLICY EHP -- M LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,0 0 'DAMAGE TO RENYED —A I CLAIMS-MADE OCGUFt - PREMIBE6 jEe occwrence)___, S 10010 0 CMP9140246 � `.'_ - 5/1/2015 5/l/2016 •- -• •-•— MED EKP An one�ereo�_ S 5,D 0 -- --------•--••••••---• ! I'ER90NAL8AOVIN►URY a_ 1,000 0 0 __... , ,GEN'L AGGREGATE LIMIT APPLIES PER:. � GENERAL AGGREGATE O x POLICY l --]JEC n LOC PRODUCTS-COMPIOPAGG $ 2,000,D 0 HER: $ _. AUTOMOBILE LIABILITY - � (:e eccident) LIMIT 8 _ ANY AUTO ALL OWNED BODILY INJURY(Por parson) 6 1,000,0(0 SCHEDULED AUTOS R AUTOS bICA701391°v 9/16/2034 8/16/2615 BODILY INJURY(Par accident)-5 1,000,0(0 X HIRED AUTOS X NON-OWNED I PROPERT DAFAA(`itr— — AUTOS 8 1,000,0 0 (Per acctdenl)- UMBRELLA LIAR OCCUR EACH OCCURRENCE_ EXCE56 LIAO CLAIMS-MADE I — -- - - - _ AGGREGATE S ......... ........— - DED RETEN ! S WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN POT R' ER ANY PROPRIETORIPARTNERIEXECUTIVE I E L,EACH ACCIDENT S 1, 'OCQ 0, 5 OFFICERIMEMBEREXCLUDED? NIA E .-,__ -- (MendalorylnNH) WCA9094537 5/1/201I5� 5/1/2016 AL DISEASE -1 S. ,000,0 Ir yyee deAalbe u _ _ _ DE9t{RIPTI N nder ATIONB below I E.L.DISEASE-POLICY LIMIT 1 000 IX Q- DFOCRIPTION OF OPERATION$I LOCATIONS/VEHICLES (ACORD 101,Additional Remerka e1,17nd410,may be attached I'Mora epaee Io raqulrad) i • I CERTIFICATE HOLDER CANCELLATION (506)428-4907 ron@kendallandwelch,Cpm I I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kendall & Welch Building and Remodeling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P 0 Box 4 90 ACCORDANCE WITH THE POLICY PROVISIONS. OBter'Ville, MA 02655 �\ AUTHORIZED REPRESENTATIVE Karen Bernier/KAs 01988.2014 ACORD CQRPORATION. All rights reserver. ACORD 26(2014/01) INS025(201�ot) The ACORD name and log I are registered malrke of ACORD o1 L R;srh+fax N'�— 12/5/?n1 a R • 97'- aq AM DAr:F 9/no? Fa}r ^,rwvar From:Cheryl Stazinski Fax: +1 08)224,3618 To: Kendall&Welch Fax: +1 (508)428-4907 Page 3 of 3'12I0512014 8:35 DATE(MM/DD/YVYV) CERTIFICATE OF LIABILITY 114SURANCE r T- •.. ..R IFICATE IS ISSUE A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,IEXTEND OR ALTERITHE COVERAGE AFFORDED BY THE POLICIES BELOIN. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE O PRODUCER. N E C TIFICATE HOLDER. l MPORTANT:If the certificate holder is an ADDITIONAL INSURED,thelpolicy(ies)must be endorsed. SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement A statQlment on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAM E: NOLAN INS AGENCY PHONE FAX PO BOX 938 (ArC,No,Ext): (AX,No): I - MANOMET,MA 02345 E-MAIL ADDRESS: 76F5R INSURER(S)AFFORDING COVERAGE NAIC#` INSURED INSURER A: TRjAVBLBRS INDBMNITY COMPANY OF AMERICA SHANAHAN DRYWALL AND PLASTERING LLC INSURER B: i INSURER C: INSURER D: PO BOX 1126 INSURER E: PLYMOUTH,MA 02362 INSURER F: COVERAGES CERTIFICATE NUMBER: I I REVISION NUMBER: IS 6 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i I INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MM\DDWYYY) (MMtDD\YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE, $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE O OCCUR. I i DAMAGE TO RENTED $ PREMISES(Ea occurrence) ' AED EXP(Any one person) $ GEN'_AGGREGATE LIMIT APPLIES PER: PERSONAL 8 ADV INJURY $ POLICY [:]PROJECT O LOC I ENERAL AGGREGATE. $ PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS i BODILY INJURY $ NON OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAR JOCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE I $ . RETENTION $ I $ A WORKER'S COMPENSATION AND WC STATUTORY OTHER EMPLOYER'S LIABILITY Y/N UB-4927P316-14 11/05/2014 111/05/2015 LIMITS ANY FROPERITOR/PARTNER/EXECUTIVE MN OFFICER/MEMBER EXCLUDED? N/A I E:L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 li yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT' $ 1,000,000 DESCRIPTION OF OPERAMONS!LOCAT10NSiVEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER!AFFECTING WORKERS(COMP COVERAGE. i i CERTIFICATE HOLDER _ CANCELLATION KENDALL AND WELCH CONSTRUCTION I SHOULD ANY OF THE DESCRIBED POLICIES BE CANCELLED 874 MAIN 5T I BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 590 VE ::. .... AUTHORIZED REPRESENTbL�i1VE ;r I OSTERVILLE,MA 02655 ACORD 25(2010/05) The ACORD name and logo are registered marls of ACORD 198 010 ACORD ORATION. All rights reserved I i r ( ; ACORN CERTIFICATE OF LIABILITY INSURANCE [__�ATE(MMIDD/YYYY) 6/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS r—,. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,Ithe policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MCSHEA INS AGENCY INC I CONTACT - I NAME: 1550 FALMOUTH RDPHONE 'AX CENTERVILLE, MA 02632 j E-MAIL ExtI, i A/C No: ADDRESS: I INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: LM Insurance Corporation 33600 INSURED I JOHN L CRAWFORD INSURERe: 33 CARL LANDI CIRCLE �� I INSURERC: EAST FALMOUTH MA 02536 I INSURERD: INSURER E: j INSURER F COVERAGES CERTIFICATE NUMBER: 25348462 REVISION NUMBER: _ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDITO THE INSURED NAMED ABOVE FOR THE'POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED' Y PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EX .:LIMITS 11 LTR TYPE OF INSURANCE POLICY NUMBER' MM/DD/YYYY MM/DD/YYYY I - COMMERCIAL GENERAL LIABILITY `` EACH OCCURRENCE S CLAIMS-MADE DOCCUR DAMAGE TO RENTED_ I PREMISES Ea occurrence $ MED EXP(Any one person) S I 1 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: .I GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ • AUTOMOBILE LIABILITY I - COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS i BODILY INJURY(Per accident) $ _ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident I $ UMBRELLA LIAR OCCUR ,I EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE I AGGREGATE - $ DED RETENTIONS j $ A WORKERS COMPENSATION WC5-31S-315544-015 6/14/2015 6/14/2016 / STATUTE ORH AND EMPLOYERS'LIABILITY Y/N - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S 10000 OFFICER/MEMBER EXCLUDED? �Y N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 10000 If yes,describe under DESCRIPTION OF OPERATIONS below j E.L.DISEASE-POLICY LIMIT S 50000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) - THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR JOHN L CRAWFORD Workers compensation insurance coverage applies only to the workers compensation laws of thei state of MA. This certificate cancels and supersedes all previously issued certificates,oh,ly as they relate to workers'compensation coverage CERTIFICATE HOLDER CANCELLATION KENDALL AND WELSH CONSTRUCTION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 32 WIANNO AVENUE SUITE 5 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN . OSTERVILLE MA 02635 ACCORDANCE WITH THE POLICY PROVISIONS. i I AUTHORIZED REPRESENTATIVE L ) LM Insurance Corporation ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ( I 25348462 1 1534983 1 2015-2016 1 Anne Chandler 1 6/29/2015 1:54:30 PM (EDT) 1 Page 1 of 1 I I - I - DATE(MM1D /m CERTIFICATE OF LIABILITY INSURANCE I 3/1?./2 15 - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDE TI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTENDi OR ALTER THE COVERAGE AFFORDED BY THE PO ICI BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTH IZ REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, sub ect the terms and conditions of the policy,certain policies may require an endorsement.,A statement on this certificate does'not confer rights to certificate holder in lieu of such endorsements . 1 ' PRODUCER DOWLING &O'NEIL INSURANCE AGENCY NAME" T 973 IYANNOUGH ROAD 2ND FLOOR PHONE FAX PO BOX 1990 arc Not: E-MAIL HYANNIS, MA02601-1990 ADDRESS:I INSURERS AFFORDING COVERAGE I-AIC INSURER': LM Insurance Corporation 33300 INSURED DETAIL SIDING CONSTRUCTION INC wsuRERe 55 WOLLEY ROAD . _ I INSURER o• HYANNIS MA 02601 wsuRERIi: INSURERE: INSURER FI COVERAGES CERTIFICATE NUMBER: 23793943 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY F ERI INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHI TI CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE,AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE ERP EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWNIMAY HAVE BEEN RE6UCED BY PAID CLAIMS. INSR ADDL SUBR I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD D POLICY NUMBER MMIDDIYYYY MWDWYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR a T $ MED EXP(Any one person) $ l I PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER; If GENERALAGGREGATE $ PRO- POLICY JECT LOC PRODUCTS-COMPIOPAGG $ OTHER: I $ 'AUTOMOBILE LIABILITY - COMBINED I I I - $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED• BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA IJAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $` _. ._ A— ! -RS-CONP-ENSA?:(27a=— --- ��5-3-iS�38388,'--02-5 -- 3.�r1f1E20.15--3/1-012016— _el=tt �.--2TH -- — AND EMPLOYERS'LIABILITY �,1 N i ✓' STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ V OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory in NH) 1 E.L.DISEASE-EA EMPLOYEE $ 1( If es,describe under - DESCRIPTION OF OPERATIONS below l E.L.DISEASE-POLICY LIMIT $ 5( - t DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe Aached If more space Is required) - Workers compensation insurance coverage applies only to the works rs compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. CERTIFICATE HOLDER CANCELLATION j KENDALL&WELCH BUILDING & REMODELING SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 6 FC BOX 49O I THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVE D PO PO BOX I LLE MA 02655 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE y I LM Insurance Corporation --- - ---T— -----I-P-i-0-i988 2014-ACORD-CCRPO, A-TION.—A+1-rights-r set ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERT NO.: 23793943 CLIENT CODE: 1577160 Anne Chandler 3/12/2015 112:39:54 PM (EDT) Pa ge 1 of 1 I j L L �IMMEMRNgrABM rqw '""3 iGgy. Town of Barnstable `0g' Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO 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 I S.Owner of the subject property hereby authorize ZQ44A,0W Lc t-d to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.0ut1ook\2PI01 DWEXPRESS.doc Revised 040215 i Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration z Registration: 128405 Type: Partnership �l Expiration: 4/5/2017 Tr# '267441 KENDALL & WELCH CONSTRUCTION DAMON KENDALL P.O. BOX 490 `, l OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. SCA 1 0 20M-05111 j Address Renewal 0 Employment "�,Lost Card fa �e�ar>u�iz�zcuea�tl a��C�%G�atauc�uaeC� \ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OM E IMPROVEMENT CONTRACTOR before the'expiration date. If found return to: egistration '-28405 Type: Office of Consumer Affairs and Business Regulation =Expiration: 4/5/2017_,_; Partnership 10 Park Plaza-Suite 5170 Boston,MA 02116 KENDALL&WELCH GONSTRUCTIQ'N DAMON KENDALL 54 KOMPASS DR. FALMOUTH,MA 02536 Undersecretary Not valid w►thout signature { Office of Consumer Affairs nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvemeltyeontractor Registration Registration: 128405 Type: Supplement Card Expiration: 4/5/2017 KENDALL & WELCH CONSTRUCT) 1 N - ,� RONALD WELCH IM, P.O. BOX 490 0, OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. SCA 1 0 20M-05/11 �GT Address Renewal ❑ Employment Lost Card V/ae�parivrizoazuealC�a�C/Glaa:tac�ccaelZ�.1 A W\ ice of Consumer Affairs&Business Re ulation g License or registration valid for individul use only � 1 f f Massachusetts-Department of Public Safety Board of,Suiiding Regulations and Starts�pds ? Cvn.I ttcii0s JiI�'i81'YI�Of License:4CS-0700g6 DAMON L KEND�'I.L 48 KO FALMOUTH MX 02i3 'an a-.•�+:�� :,`� "N` _ Expiration - Commissioner 11/21/2016 i JOB 1B cy g!aq-T qj. ALOqvo �.,�,� 1� SHEET NO. OF TAYLOR DESIGN i-1.--c... CALCULATED BY rlr f _ DATE e- I&-- pi aF .�A CHECKED BY t tA.� 1-t .SCALE / . -- �...... x ..... _. _.. ... . ._ W.._. ............. _.__.i_tv K .... _ _.. ..... . _ - ........ __ _. _. _ . ..............._. .__... J'? 3G"t'� -e'aec..-.,... `tl�r 4- . .. �...._,. .. e&.Dt4, A►.-*5zyua .. . • c - } S , r a . JOB SHEET NO._ OF J (/ TAYLOR DESIGN t-LC, CALCULATED BY �-� T DATE t CHECKED BY DATE �9 LE Cam►- -t rj _ ®. ✓� .�c.�.Y d ley` t �.,r. _ .. `. �} (I��1-t ....... .. ... �a3 t ? _ �, .. __ 7Afw0...._. . Z44't'l4? .... A57. .. ... "�- .. pc.. 0 �0 ... ...... ........ t.J_r. �'- z4F "t�7: '� .................._ : ... _ _ �- d cam . 3'7�4L �-' �`a' hL� • 1t�4o (` Gh- 3 ...... _`_Z.5 Z.._..,Qc..-F : 4�c ..__.._US ` p._. .. �- 'ax. ..... Z3 •, _ _ I , 3 l / .k c c, c.-v.c.--_.� ... 'r.c7 Z4 �-- - n SHEET NO. OF �) TAYLOR DESIGN W-C. CALCULATED BY� DATE CHECKED BY DATE SCALE ............. .. ...... .. _.. . _. l.o ...C.t> ....... . c PA...J h 8 t} ............ .......... 34 0.. ..... o t4 _. cp tt V c13..t� c.. ... ... ... ......... .... .... _.._ ...........: _ _.- .._ .. , ... ............ ........ z............. ow c -r.J:ze - L.r .... t lam.-57' . -_. ....... ._.... .. C_tv.L ...... . ........ JOB C.1'5!Q :r 1Q 5 SHEET NO.Ll ��sw OF l TAYLOR DESIGN C_ CALCULATED BY �`r DATE ?_ L CHECKED BY DATE . ..... .... : .. .. _ c.... C i St_4 c. R:om Z- - Z (� - - . . _..... ...... TS M l . _...... .... ....... z� ........... ..® _ c.._t ..� /3ao Z . ........ . z - . ,.._. . .... t cc I�r ... "Z•. 3. 1�, g off.. ....... ............. _. M.t,5!c 5...... t l _. JOB �• SHEET NO. _�'� OF- TAYIOR DESIGN C- CALCULATED BY �"� ` DATE , CHECKED BY DATE SCALE ...... "-J lr>A � ................ . ............. .................. Jo a .-C .�A.✓�--r�S V SG'c 3 k k l?. -.��►`3. �'A.�A-Ca t+t._... I$.... ... l .............. _... .... .... ......................... �� _-b t A A,r,s*+.C. on�L... T-llj,Dc-7r--S T:6A ... Z Z'6b:r, :c&c-.. ..` __ ........................ G. ► c> rwT G.9 f• c..e --r tom ..= ....... . ....... 4-0 L.d► .. . .. /....... _... _. ......... 10........ ..� _5_Cv.. � 43�C.F- .... F..Z ... . = � . .... ........ ...... ...... .... ... `t ct g"r' - i 1 - ID Home Energy Rating Certificate - Rating N mber Certified Energy Rater Chris Mazzola ,160 Tern Lane Rating Date 09/18/2015 Osterville,MA Rating Ordered For Kendall Welch ^II LR7 Estimated Annual=Energy Cos Use MMBtu Percent 5 Stars Plus - Heating 69.0 9% Projected Rating HERS Index:60 Cooling 3.6 10% Hot Water 15.4 1% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 27.0 77% General information PhotovoLtaics -0.0 -0% Conditioned Area 3171 sq.ft. House Type Single-family detached Service Charges 2% Conditioned Volume 25777 cubic ft. Foundation Enclosed crawl space A Total 115.1 100% Bedrooms 3 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. 2012 International Energy Conservation Code, Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. Water Heating: Instant water heater,Natural gas,0.82 EF,0.0 Gal. Duct Leakage to Outside 120.00 CFM25. Ventilation System Exhaust Only:62 cfm,6.0 watts. Programmable Thermostat Heat=No;Cool=No Building Shell Features Ceiling Flat R-38.0 Slab None Q Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.6 Window Type U-Value:0.300,SHGC:0.300 ' Above Grade Walls R-15.0 Infiltration Rate Htg:3700 Clg:3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper s Sagamore Beach MA 02562 Lights and Applia�ace Features._ ` - "^ 508-833-3100 Percent InteriorLighting 80.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 0.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01, Dishwasher Energy Factor 0.46 Ceiling Fan(cfm/Watt). 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings.®1985-2014 Architectural Energy Corporation,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. r, i Inspection Schedule Mandatory duct and frame inspection Contact us when you anticipate the duct system being roughed in. We will test the ducts and review the air.sealing strategy. Mandatory insulation inspection Contact our office to arrange for the,mandatory insulation inspection. A few days notice is preferable in order for us to schedule a timely inspection and avoid delays with the wallboard installation. Lighting Audit Contact us to order any screw-in LEDs-for the project. If needed we can stop by to complete an audit of the light fixtures and place an order for the free LEDs Alternatively we can place an initial order based on what fixtures we see ` during the insulation inspection and then we can arrange for a follow up order when you know what you need for the balance of the fixtures. Mandatory Final Inspection Includes blower door and duct test(unless ducts have been previously tested) The home does not have to be 100% completed, only the items below. 1) All insulation and major air sealing details'completed 2) Mechanical systems in.place 3) 24-HR Bath fan control .in place both (NA if HRV installed) 4) LEDs installed 5) Energy Star Refrigerator and Dishwasher in place 6) Permanent utility.meter(s) in place. I �d Town of Barnstable, MA Page 1 of 2 Town of Barnstable, MA Thursday, August 25, 2016 Chapter 240. Zoning Article II. General Provisions § 240-7. Application of district regulations. Regulations within each district established herein shall be applied uniformly to each class or kind of structure or use. A. Conformance to use regulations. No building shall be erected or altered and no building or premises shall be used for any purpose except in conformity with all of the regulations herein specified for the district in which it is located. B. Conformance to bulk and yard regulations. No building shall be erected or altered to exceed the height or bulk, or to have narrower or smaller yards or other open spaces than herein required, or in any other manner contrary to the provisions of this chapter. l C. Lot size requirements. Wetlands shall not be included in the lot area (square feet) requirement for zoning compliance. D. Lot shape factor/residential districts. To meet the minimum area requirements in residential districts, a lot must be a closed plot of land having a definite area and perimeter and having a shape factor not exceeding the numerical value of 22 except that a lot may have a shape factor exceeding 22 if the proposed building site is located on a portion of a lot that itself meets the minimum lot area requirement and has a shape factor not exceeding 22, and such lots shall not be created to a depth greater than two lots from the principal way. E. Contiguous upland required. In addition to the requirements of Subsection C herein, all lots shall have 100% of the minimum required lot area as contiguous upland. F. Number of buildings allowed per lot. http://ecode360.com/print/BA2043?guid=6558147 8/25/2016 To$tn of Barnstable, MA Page 2 of 2 Residential districts: Unless otherwise specifically provided for herein, within residential districts, only one rincipal permitted building shall be located on a single �ot. (2) All other districts: In all other districts, an number of buildings may be located on a single, lot.; provided, however, thafall regulations for the district in which F such buildings are located are complied with, including percentage lot coverage if applicable. G. Setbacks from wetlands/great ponds. In addition to the setbacks established hereinafter, the following shall also apply: (1 ) All construction , with the exception of elevated stairways, decks, driveways, fences and water- dependent structures such as piers and marina facilities, shall be set back a minimum of 35 feet from wetlands. (2) All construction shall be set back a minimum of 50 feet from mean high water on any great pond, except that in residential districts, all buildinggs except boathouses shall be set back a minimum of 50 feet from mean high water on any great pond. H. In any residential district a one-family dwelling and its f accessory buildings may be erected on any lot which complies with the applicable provisions of Chapter 40A of the General Laws. I. Gross floor area requirements. Gross floor area shall be used in all determinations related to this chapter. , [Added 10-7-1993 by Order No. 94-016] http://ecode360.c6m/print/BA2043?guid=6558147 - 8/25/2016 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 Z- oe Parcel " Application # Health Division !@M Date Issued Conservation Division ` Application Fee Planning Dept. . fi, Permit Fee ��'J 0 �� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis 49) Project Street Address i D T-P PA Z_ 4/, Village•--C-L01VRequest 7&-V;" (( OwnerAddressl fTelephc� �.5 n�Permit Square feet: 1 st floor: existingL-2 proposed 2nd floor: existing (-/ proposed Total new Zoning District ® Flood Plain Groundwater Overlay Project Valuation -p Construction Type L ;C� Lot Size gs?p Grandfathered: Q5-Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ /Multi-Family (# units) Age of Existing Structure /' - Historic House:` ❑Yes Q*o On Old King's Highway: ❑Yes ANo , Basement Type: ❑ Full ❑ Crawl Walkout d Other 6n .� Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new -� ' U Half: existing � ne Number of Bedrooms: existing 0 new ff�� f Total Room Count (not including baths): existing new y First Floor Room Count T Heat Type and Fuel: IUfGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ 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 5,� Proposed Use A APPLICANT INFORMATION (BUILDER OR HOMEOWNER) L( CIO Name �01 . � ,,4 I Telephone Number 50 f Address 10o 96;; / License # i.s 0_2 0C'�?6 . 0�C� 5 Home Improvement ontractor# �� f - ` 41hon Ve,,4A i1aAJ we/-Ck, d_ >/M Email Worker's Compensation # ) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE j " Z�l� I� t FOR OFFICIAL USE ONLY `+APPLICATION# DATE ISSUED t MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION i Y FRAME �R�lV� ST g��b ? i OCA, INSULATION 8llJ5 P-v-A -4 Q A? AeooY Cert g FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Comnzonwealth of,Massachusefts Depmfinent oflndusti-hdAccidw& Office offnvesfrgations ' 600 Washington Street Boston,MA 02111 www.massgovldia Workers' Compensation Insurance A.ffidavffi Builders/Contractors/Electricians/Plmnbers Applicant Information Please Print Leeiblr• Name(BusmesslprganizatiMffi3 iivirh.an: 4�en�4 Address: EO e- 057 6 S' City/State/Zip: L9_' lit J 02.,/,- rPhone#: ro P Z-/,z 012 .IV Are you an employer?Check the appropriate box: Type of project(required); lyPZI am a employer with =. 4 m a general contractor and I employees(full and/or part-time).* have hared the sub-contractors 6 New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet Tj: `Remodeling ship and have no employees These sub-contractors have g• []Demolition worlmig for me in any capacity, employees and have workers' [No workers'comp.inmmance comp.insnranceJ 9. 0 Building addition requiredL] 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 11.0 Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12 ❑Roof repairs insurance required_]t c. 152, §1(4),and we have no -employees. [No workers' 13.[]Oilier • 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 wotic and then biro outside contractors must submit a new affidavit indicating such tContraetors that cbeck this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those cooties have employers. If the sub-contractors have employca,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the poUg and job site information, r^/ • Insurance Company Name: Policy#or Self-ins.Lic. Job Site Address: [_��/ j/�;, Z_/( �'�/( �� City/SiatelZip: � � Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section25A of MGL c. 152 can lead to the imposition of Final penalties of a tine up to$1,50D•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 under the pains and penalties ofpej�, 7 that the information provided above is frue and correcL S• � - Date: Zwl ZiPhone Official use only. Do not write in this area, to be completed by city or town og7rin] City or Town: PermWLicense# Authority circle one): _ ._. Issuing........ _rr(•Y(circle_ _. )'_._. .. .._ _ _ __ 1,Board of Health 2.lmdingDepartme-nt I City/Town Clerk 4,ErlectizcaIInspector S.Plumb in'gInspector 6.Otb.er Contact Person: Phone#; Information and Instructions Massachusetts Geheral Laws chapter 152 requuires all employers to provide workers'compensation for their employees. Pmsu mt-to this statute,an employee is defined as"_..every person m the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"aa 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 maintenance,construction or repair work on such dwelling house or oa 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 construct 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 ofpublic work until acceptable evidence of compliance with the in sm-an ce._ 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-contractor(s)name(s), address(es)and phone number(s) along with their certificats(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 workers' compensation filgarance. 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 ofi sur- ce 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 Town Officials r 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 permitllicense number which will be used as a reference number. In addition,an applicant that must submit multiple pennitdicense applications in any given year,need only submit one affidavit indicating current policy inforrnation(if necessary)and under"Job Site Address"the applicant should writs"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 (ir-e. a dog license or permit to bums Ieaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you i a 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 Co-=Qaweeth-of Massachusetb Department of1'ndustdal Accidents office of kvesugati=!i 600_WashiVaa Street 8nstoja,MA 02111 Tel,#617'27-4900 eat 406 or 1--M-MASSAFE Fax#617-727-7749 Revised 4-24-07 - w w .ma ss_gov/ctia 4 A 6� ® ., DATE(MMIDDIYYYY) I� k. � CERTIFICATE OF LIABILITY INSURANCE 1/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Andrew Roth NAME: Murray & MacDonald Insurance Services, Inc. PHONE E (508)540-2400 AIC No:(508)28974111 550 MacArthur Blvd. E-MAIL ADDRESS: y and @riskadvice.com INSURERS AFFORDING COVERAGE - j NAIC# Bourne MA 02532 INSURERA:Essex Insurance Co. INSURED INSURER B: Lee Andersen• INSURER C: PO BOX 993 INSURER D: ` ' INSURER E Forestdale MA 02644 INSURERF: COVERAGES CERTIFICATE NUMBER:16-17 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DDIYYYY MMIDDIYYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO A CLAIMS-MADE �X OCCUR - P REM SES Ea occu RENTED $ 50,000 3DW9186 1/13/2016 1/13/2017 MED EXP(Any one person) $ 1,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 2,000,000 X JECT POLICY LOC PRODUCTS-COMP/OPAGG $ 1,000,000 PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea $ accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ r HIRED AUTOS AUTOS $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kendall & Welch Construction Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 490 ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Andrew Roth/AJRT " ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/9n14011 Aridy Both MurrayandMacDonald ( 2/2) 04/ 11/2016 10 : 53 : 02 AM - 4( ��. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD/YYYY)Oa/11/2016 ,HIS 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 UELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: And(eW Roth MURRAY & MACDONALD INSURANCE SERVICES, INC. AVCONwo Ext: (508)289-4152 q/C Na E-MAIL ADDRESS: aroth@mmisi.com 550 MACARTHUR BLVD. INSURE 5 AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: AIM MUTUAL INS CO 33758 INSURED G/ INSURER B LEE ANDERSEN INSURERC: INSURER D: P 0 BOX 993 INSURER E: FORESTDALE MA 02644 INSURERF: COVERAGES CERTIFICATE NUMBER_ 43615 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE: INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MWDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ CLAIMS-MADE OCCUR - MAGI O R D PREMISES Ea occurrence S MED EXP(Any oneperson) $ N/A PERSONAL&ADV INJURY S GENt AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY PRO- JECT F-1 LOC ,. PRODUCTS-COMPIOP AGG $ OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDL SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HfREDAUTOS NON-OWNED _PR_0_P_E`RT7 DAMAGE $ AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR Ll CLAIMS-MADE N/A AGGREGATE $ DIED I I RETENTION$ S WORKERS COMPENSATION X I SPER TATUTE OI AND EMPLOYERS'LIABLITY Y/N ER ANYPROPRIETOR/PARTNER/EXECUTrVE E.L.EACH ACCIDENT $ 100,000 A OFFICEMMEMBEREXCLUDED'? NIA N/A N/A VWC1 00 601 846620 1 6A 04/08/2016 04/08/2017 (Mandatory In NH) - E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L"DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insuran oe shows the policy in force on the date that this certificate was issued(unless the expi ration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Nvd/workers-compensationAnvesligations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall &Welch Construction Inc. ACCORDANCEWITH THE POLICY PROVISIONS. PO Box 490 AUTHORIZED REPRESENTATIVE _ -Osterville MA 02655 - i� i Daniel M. Craw y,CPCU,Vice President-Residua I Market-WCRIBMA ©1988-2014ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I Client#: 31686 2DETAIL$I A,CORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM,DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTE 1126/2016 R OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS -�.• CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Dowling&O'Neil Insurance Ag PHorEie 973 lyannough Rd,PO Box 1990 a/c No Ext:508 775-1620 A,c,No: 5087781218 E-MAIL Hyannis,MA 02601 �, ADDRESS: 508 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INS— INSURER A:National Grange Mutual Insuranc Detail Siding Construction, Inc. INSURERS:Commerce Insurance Company 55 Wolley Road INSURER C: Hyannis,MA 02601 INSURER D: INSURER E: COVERAGES INSURER F CERTIFICATE NUMBER: - REVISION NUMBER:THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR ADDLSUB LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP A GENERAL LIABILITY MM/Do/YY MM/DD/YYY LIMITS MPF1060Y 12/01/2015 12/01/201 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY _ DAMMA�EE T RENTED PREMISES Ea occurrence $5OO OOO CLAIMS-MADE ❑X OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: POLICY PRO- El LOC PRODUCTS-COMP/OP AGG $2,000,000 JECT $ B AUTOMOBILE LIABILITY 15MMBBWC98 11/07/2015 11/07/201 COMBINE SSINGLE LIMIT ANY AUTO Ea acciden $1,000,000 ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS X AUTOS NON-OWNED BODILY INJURY(Per accident) $ HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB OCCUR EXCESS LIAB CLAIMS-MADE EACH OCCURRENCE $ DED RETENTION$ AGGREGATE $ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY WC STATU- OTH- OFFICER/MEMBEER/EXCLUDED?ECUTIVE� N/A E.L.EACH ACCIDENT $ (Mandatory In NH) — If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ [Nothing ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more spaceis required) surance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. contained in the certificate of insurance shall be deemed to have altered,waived,or extended the overage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Kendall&Welch SHOULD ANY OF TH BUIlding& E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Remodeling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O.Box 490 ACCORDANCE WITH THE POLICY PROVISIONS. - Osterville,MA 02656 AUTHORIZED REPRESENTATIVE t ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S164130/M164129 CBD ��Rom® CERTIFICA TE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER TRE ACT DOWLING & O'NEIL INSURANCE AGENCY E---Christine Davies _ _o,EXt);__(508)775-1620 FAx ---L — -- -..-- {A/-C973 IYANNOUGH RD. ss: _cdavies@doins.comHYANNIS ___._._..._...-.__..�NSURER(S)AFFORDING COVERAGE ------------------ --------E_...-_ —--- MA 02601 - INsuRERA: AIM MUTUAL INS CO --- Nalca INSURED .....-------- -- ----�--- --- -- ---33758- DETAIL SIDING CONSTRUCTION INC wsuRERB: INSURER C: i' ------ 55 WOLLEY ROAD -INSURER D: - HYANNIg INSURER E COVERAGES MA 02601 INSURER F CERTIFICATE NUMBER: 42325 SION NU THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUREDENAIM D ABOVEBFOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE '" - - I I I ' POLICY EFF POLICY EXP'I ADDL SUER COMMERCIAL GENERAL LIABILITY POLICY NUMBER MM/DD/YYYY I MM/DD/YYYY LIMITS I CLAIMS-MADE i OCCUR EACH OCCURRENCE i$ ' I----'. 1 !DAMAGE TO RENT D-----F'-------._.._---- ' PREMISES(Ea occurrence) $ II MED EXP An one N/A I----------�---y—Person)---�_$_____ GENT AGGREGATE LIMIT APPLIES PER: 1 I d PERSONAL&ADV INJURY �.$ I I POLICY JECOT i_ LOC p I I GENERAL AGGREGATE ----...-.__----- --- 1$ OTHER: II-SO COMP/OP AGG I$ AUTOMOBILE LIABILITY ( "`-- j I ANY AUTO COMBINEDSINGLELIMIT $ ---__------ �..------------------=-- I AUTOS OWNED 1 —I SCHEDULED I �" BODILY INJURY(Perperson) I$ - -- - BODILY INJURY(Per accident) $ - - r NON-0N4VED I N/A -_._._----------- ;____ HIRED AUTOS f--'AUTOS ( I PROPERTY DAMAGE - j accidenq_---_ $ f I UMBRELLA LIAB OCCUR I --.._.._ ---------_..__--- EXCESS LIAR ! I EACH OCCURRENCE N/A I CLAIMS-MADE; 1 -----..... -- - - -�-$---- --------- I--- --r - ---- ------- __- I DED ;AGGREGATE $ RETENTION$ � —i ------ --- —WORKERS COMPENSATION ! i$ AND EMPLOYERS'LIABILITY I i .PER ANYPROPRIETOR/PARTNERIEXECUTIVE Y/N I t i X.(STATUTE A OFFICER/M in EMBEREXCLUDED? NIA NIA N/A I VWC10060214072016A 1 - I ;E L EACH ACCIDENT $ 500,000 Iif es,describe 103/10/2016103/10/2017 - --- ' Dyes,desaibe under I E L.DISEASE-EA EMPLOYEE)$ 500,000 DESCRIPTION OF OPERATIONS below j - _ _-_ - 1 ; I E.L.DISEASE-POLICY IT s 500,000 I i N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this Coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at WWW.mass.9ov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch Building & Remodeling ACCORDANCE WITH THE POLICY PROVISIONS. P 0 Box 490 r AUTHORIZED REPRESENTATIVE Osterville MA 02655 /` `' "I L' 1. Daniel M.Crow1 e CPCU,Vice President-Residual Market-WCRIBMA ACORD 25(2014/01) The ACORD name and logo are registered marks8of ACORD 8-2014 ORD CORPORATION. All rights reserved. I k' J Oat Sharen Rabesa MurrayandMacDonald ( 1/1 ) 04/04/2016 01 : 5'6 : 37 PM -C r QD DATE(MM/DD/YVYY ��..�� CERTIFICATE OF LIABILITY INSURANCE 04/04/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND 'CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI CERTIFICATE DOES NOT•AFF,IRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject i the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to tt certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Shaven Rabesa - MURRAY& MACDONALD INSURANCE SERVICES, INC. a/c°No Ext: (508)289-4160 AA/c,NO: E-MAIL ADDRESS: sharen@riskadvice.com 550 MACARTHUR BLVD. INSURERS AFFORDING COVERAGE NAIC4 .BOURNE MA 02532 INSURERA: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: r KENDALL &WELCH CONSTRUCTION INC INSURERC: - INSURER D: PO BOX 490 INSURER E: OSTERVILLE MA 02655 1 INSURER F: COVERAGES CERTIFICATE NUMBER: 41995 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIC INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TH CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TYPE OF INSURANCE ADD B LTR WVD POLICY NUMBER MMIDD YYYY MM/DD/YYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE CLAIMS-MADE F—IOCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ POLICY PRO JEGT LOC- PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY (Ea accident N IM $ ANY AUTO BODILY INJURY(Per person) $ AUT OWNED AUTOSULED NIA BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED - PROPERTY!) AGE $ AUTOS UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY - x STATUTE ERH ANYPROPRIETOR/PARTNERIEXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? N/A N/A. N/A 6S60UB5033P43516 02/06/2016 02/06/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 5001000 If yes,describe under ` DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A t DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 0306B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool atwww.mass.gov/iwd/workers-compensation/investigations/. 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFOI THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED Tn�nrn of Rarnot�hlo_Rrrilrliniv Ilonf ACCORDANCE WITH THE POLICY PROVISIONS. I - 107/29/2016 FRI 14: 30 FAX 508 564 5531 BOUCHIE INSURANCE' �0p1/001 DAM(hM c a rDD(YYYY)oRv CERTIFICATE OF LIABILITY INSURANCE 7 L2 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 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUIrHORIYED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policylles) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer ruts to the certificate holder In lieu of such endorsemen PRODUCER AME: Hannah Joyce Robert E Bouahie Jr. Insurance PHONE ts0e) 564-5s31 506 564-5560 1352 Route 28A EMAIL ADDREss: infogBouchieinaurance.com PO Box 400 INSURE S AFFORDING COVERAGE NAIc Cataumet, MA 02534 INSURERA:S&H Undarwritor® Western Heri ...... -..... ...._.. .. ... . . . INURED INSURER B:Hartford Tom Costa Building & Framing INSURERC: _ 29 Lady Slipper Lane INSURER D: Mashpee, MA 02649 INSURER E: -- INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E)aCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE AbbL SUER... ......__....POUCY NUM6ER - ...._.. .- twiRSD ....NMroD11R1'Y .. LIMITS A GENFAAL LIABILITY SCR1043428 7/31/15 ,-7/31/16 FJICHOCCURRENCE $ 11000,000 DAMAGE TO RENTED 1}� COMMERCIAL GENERALLWBILITY $ 100,000 CLAIMS-MADE OCCUR MED EXP(Any or»por9on $ 5,000 PERSONAL&ABVIWURY S 1,000,000 GENERAL AGOREGATE $ 2,000,000 OEN'LAGGREGATE LIMIT APPLIES PER PRODUCTS.COMP/OP AGG s 2.000,000 POLICY PRO LOC m-'--_----_— $ XCT AUTOMOBILE LIABIUTY ANYAUTO BODILY INJURY(Per pemon) S ALLOWNED SCHEDULED BODILY INJURY(Per eccldent) $ Auros TOS NON-OWNED OPEKdY pAMAGE � g HIREDAVTOS AUTOS erew��nl $ UMBRELLA LIAO _OCCUR EACH OCCURRENCE S EXCESSLIAB CLAIMS-MADE. AGGREGATE $ DED RETENTION B YVORKERS COMPENSATION 686OUR02 96M85715 9/21/19 9/21/16 X WC 1 IMIT. OTH- AND EMPLOYERS'LIABILITY ANY PR OPRIE70PJPARTNEPJEXECUTTVE YIN NSA E.L.EACH ACCICENT 100,000 0Mand m EnNE)EXCLLDED7 EMPLOYEE .1 100,000 Iryy@@s dosGlbo undst DWdRIPTIONOF OPERATIONS below El.DISEASE-P LI YLIMIT 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS IVEHICLES (Attach ACORD 101,Addltlonal Remarks Schedule,If more apace le reaWred) The workers' compensation policy does not provide coverage for Thomas L. Costa, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch Construction ACCORDANCE WITH THE POLICY PROVISIONS, 874 Main St 08terville, MA 02655 AUTHORIZEDREPRESENTATTVE Robert E. Bouohie Jr. (0 1988.2010 ACORD CORPORATION. All rights reserved. ACOR0 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: (508) 428-4907 E•Mail: Town of Barnstable Regulatory Services MASS. �` Richard V.Scali,Director 61;9. � Building Division _. -- _....... Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us ' 1 Office: 508-862-4038 ' , Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I , as Owner of the subject property hereby au o - '<el�dnl APA W pd&� a'ot . to act on my behalf, in all matters relative to work authorized by this building permit application for'. (Address of Job) u `'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. Signature o Signature of App cant rint Name Print Name v to Q:FORMS:OWNERP ®LS Town of Barnstable Regulatory Services Fe Toiyy Richard V.ScaIi,Director ' Building Division t t - g Tom Perry,Building Commissioner 1 �� 200 Main Street, Hyannis,MA 02601 1DrEDr a www.towiLbarnstablema.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number sheet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town 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 OFHOMEOWNER 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 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 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 person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.1S) 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. Q°\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 - 49 COLONY INSULATION INC.. 28 Jonathan Bourne Drive,.pocasset, MA 02559. elephone: 508/563 60 = -CELL FOAM INSULATION SPEC SHEET v CLOSED , CONTRACTOR: 1<ftjd6_1 I ar1� e (Gh JOB SITE ADDRESS: (� f ��►'I I��I(f DATE: R.VALUE _ AREA THICKNESS Ceiling Cathedral Ceiling Garage Ceiling Basement Ceiling /J _ Slopes — Exterior Wall fa(t�9WG{�e� Garage Hse. W all W alkout Wall _ Cathedral W all B lockers J w Overhang S lair/R isers _ i All R=values and thick easurements are deemed to be accurate by the following installers: r TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM ® r , o4rnr"ane ThermalGuard CC2 TECHNICAL DATA SHEET PRODUCT NAME I PHYSICAL CHARACTERISTICS j Property Value Test Method �� n Density(nominal): 2.0 lb/ft3 ----ASTM D-1622 R-value: 7/inch ASTM C-518 Th€rmalGuard CC2 _ Compressive Strength: : 35 PSI ASTM D1621-94 Tensile Strength:, 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION Dimensional Stability: <4%A ASTM D 2126 Closed Cell Content: 96% ASTM D 2856 I ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ If,) ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use _ Fungus Growth: None ASTM G21 i in residential&commercial structures, Service Temperature: 250 T(120°C)* exterior foundation or perimeter *Service temperatures will vary depending on application.,Contact yourArnlhane Technical Representativefor insulation,below grade applications, recommendations and limitations..Always test ThermalGuard CC2 jor sulJability jor your particular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a . LIQUID PROPERTIES" liquid and expands 25x in seconds to fill Property Value Test Method and seal building cavities of any shape, Viscosity(A) 200-250 CPS ASTM D-2196 I and size. It exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM D-2196' insulation,air-barrier,and sound Weight Per Gallon(A) 10.251bs/gal ASTM D-1475 attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D=1475 conventional insulation materials. - REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F): insulation properties in adverse conditions across a wide variety of s -COMBUSTION PROPERTIES applications. Property Value `T s Method Flame Spread Index: 525 ASTM E-84 MANUFACTURER Smoke Development. 5450 ASTM E-84. , ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum Weight(A) 551 lbs ArntDrum Weight(B) 500 lbs 1002 West ane Inc. Total Set Weight 1.051 lbs. 002 t Main Street Storage Temperature Range(STR) 60-80 OF Richmond,MO 64685 Shelf Life at STR 6 months P.816.776.3015 F.816.776.3215 *Do not allow material to freeze.Do not pre-heat or recirculate(B)material as it will cotse frathing and loss of www.arnthane.cOm - _ blowing agent Storage at temperatures above or belmv STR may shorten she f life and cause degradation or loss of I " blowing ogent. Cold material will develop higher viscosity which can cause during processing such as pump CORROSION cavitation and poor mixture of(A)and(B)components. For best processing performance during application(A) and(B)drum temperatures should be between 60 I'—80 F i ThermalGuard CC2 is chemically& PROCESSING PARAMETERS I _ physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35-105 OR. (PVC),copper,vinyl,and glass. Ambient Temperature: 35-105 OF ; Substrate Moisture Content: <19% INSTALLATION Yield: 3800=5000 Board Feet Per Set* Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray applied using appioved equipment.Use `Processingparameters&yields can vary widely depending on substrate temperature,type&condition,ambient 1:1 ratio proportioning system that can temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the achieve the specified tern erature and quality and characteristics of the foam and adjust equipment temperature,&prWu t settings as needed to p accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure requirements. performance ofthefoam. - .. _ !*ALWAYS test Thermal&ard CC2 at desired thickness in a safe manner prior 10 insulating structure to ensure that it can be safely installed at the desired lh thickness without risk of charring or combustion. It is the exclusive responsibility of the applicator to achieve proper lift thickness for safe application. Safe lift thickness,may vmy from application to application. r — 1002 W Ma Richmond,Mc P 816.7 F 816.7 www.arnthi Arnthars e So, r Foam 5 ulauti Pr. dy a ,T Y r Yr' as 4!! �� r Qil ThermalGuard ThermalGuard TheriO alGua CC2 OC1, 005 & OC.5R Nominal Density: 2.0 IbM. Nominal Density.* 1.0 1b/ft3 Nominal Density.- .5 Ib/ft3 CC2 R-value:.7.Olin• "R-value: 5.24/in OC.5 R-value:3.8/in Compressive Strength: 45 PSI: Compressive Strength: 7 PSI. 0C.5R R-value:4.3/in Vapor Permeability 0.8 Perms@ 2 Vapor Permeability*3.6 Penns @ 5" Compressive Strength: 0.6 F Vapor Permeability:4.2 Perms Product Description Product Description Product Description ThermalGuard CC2 is a semi-rigid,fast set, ThermalGuard OC1 is a soft, fast-set, ThermalGuard OC.5 & OC.513 an closed-celled, spray polyurethane foam open-celled,_,, 100% water-blown spray low-density,open-celled;100%°water-bloH (SPF)insulation system designed for use as polyurethane foam (SPF) insulation system polyurethane foam (SPF) insulation a high performance thermal insulation, designed for use in residential & commercial designed for use in residential&commerc wall,attic,and roof-deck applications. attic, and roof-deck applications. Both F can reduce energy consumption by up to 5 ThermalGuard CC2 is a spray-applied' insulate & air seal e structure in a sing system suitable for a variety of thr insulation ThermalGuard OC1 can reduce energy ThermalGuard air-seal the is blurrenewable applications including in-plant, tank & consumption ins structures by up to 50% that exhibits superior fire-resistance properi pipeline, residential & commercial compared to conventional insulation systems increased R-value. ThermalGuard OC.5 construction, foundationi and below. because it insulates&air-seals in a single step. optimized. for installation in cold. tempe grade applications where compressive strength or down to 15°F. ThermalGuard OC1 is applied as.a liquid and impact resistance are desired. expands over 40x in approximately 8 seconds to The OC.5'& 00513 are applie fill and seal building cavities of any shape and liquid and,expand over 100x in approxim ThermalGuard CC2. is applied as a liquid size.. it exhibits superior thermal insulation, seconds to fill and seal building cavities and expand 25x in a approximately •12 air-barrier, and sound attenuation properties shape or size. They deliver superior t seconds to form.'a"smooth,durable surface over conventional insulation materials and has ` insulation, air-barrier,, and sound' after perfect for the application of primers or been:proven to improve indoor air quality & properties compared to conventional ins comfort.'a materials and contribute to a healthy indo( ` finish coatings.: )utdoor environment. Town of Barnstable �tHe,�y, Regulatory Services c Richard V. Scali, Director Building Division BARNSTABLE * EARNS"LEA • onaxsr.e�•caxruvnu-cmurt.xruixis 9 HASS. x:.�s ays neu•asrtxwuE•xsi eeixsrett . cb . i639 Thomas Perry, CBO =639-20,4 AIED"""�a Building CommissionerD5 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 October 24, 2014 To Whom It May Concern: Re: 160 Tern Ln., Centerville,MA Enclosed please find a bond.posted against damage to a roadway during construction. We. are releasing this bond because the contractor has withdrawn his application to build. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. a Sincerely, : . Sa y Shea Division Assistant . Town of Barnstable ;: DEC/1 3/2,01 331 FRI 02:45 Hil COMM Water Dept FFY N,). 5084283FG8 P. 001/C0i eate,ryEl1.e st�n,ilfe•'�''�:3ss's_# $. :fi1s • � T?€3. 3F�::4i<. :E 9.;irr l'vd s f f+ ;*�ltF?,i�;`"' . . _• 5S':r;aJ'.:F.vrs`Fbf:,l�Go$?rii�`•F'J'�_3t., WATER December l 3. ):Q 1, ` k Bai astable,To yin,of '$uadin.g Department 200 Main Street Hyannis,:.MA J2601. R w R' Re: Account#3725 William Bogert R 16O Tern La.ne k Centerville,NIA To W ho n It. May Concern.: dOn l riday; 0:1-cernber 1 N13 the water service was. disconnected za the qtrt7 stop 1.or the property niclitioned above..11 is ouir undersiattding that the owner plans to demolish the h(W.s ,_re-build and will 1nSt3lI a new wetter service at a Later{fats;. If you.have ny questions,please call.o.ut'office at 508•42.8-669.1. Very truly Yours, Glenrt She'll Assistant.Supezinteri.dentJ. y R I 2 A At— Commonwealth of Massachusetts Sheet Metal Permit - Date: Z� Permit lf/ E Estimated Job Cost $ 15 P:errmt Fee: $— M Plans..Submitted: YES NO , Plans Reviewed: US Business.License:# 5 �`� Applicant License# 5 l a Business.Information: Property Owner./Job Location Infgr�nation: Name: C jo,(? r VW�P,�1ti(;1�i G�,' Name: Lu.,U kw v, %?)a C7 4 .r'1— Street:., c,, a el ��.. i e�',�� VI ? ;sheet:. City/Town: bA p V`we Crty/'I,OW �' ll.�___ k N•i Telephone: .S Cg h ?W m- 01 Telephone: S O q,�q3 o a— Photo I.D.required/`Copy of Photo I.D,attached: YES NO sir 4dtw J-1/M-1-unrestricted license d-2./M-2-restrieteft ftellings.--stories orless and commercial::up:to 109:000:sq. ft../2-stories or less Residential:1-2 family lvlx lti family Condo/Townhouses Other Commercial:., Office Retail:, Industrial Educational Ihstitutional Other Square Footage: under 10*sq ft. ✓ .over I U 000�l•ft. Dumber of.Stories: Sheet metalwork to be completed. New Work: 'V Renovation: HVAC 1vletal Watershed Roofing. Itch E haug System Metal Chimney/Vents Air Balancing _ Provide detailed d ekription of'Work to be done: t �w.c CV,ll,w�7 J'f' �: `2-�91�,2 ��✓c7 Cu d"'^�- �C'CJc-LC� —� C LCAA/l. . . f r�t Jh r.. \� -cR`.e✓ W i.� v C ,�.tc,� �w C+�w� C��n �.. --� l v�, lcc��. T(q c• r rt� 1� INSURANCE C VERAOE; I have a current liabi;_yt insurances:policY or Itsequivater�taNhich meets the requiremetrts of M.Is:L Ch.112 'Yes if you have checked ,indicate the of c overdp:by::checidng.the appropriate bgx:below: A liability insurance policy car typs o Indemnity Bond � OWNER'S.lN3URANGE VMANEEi am awai a Burt the licensee doEs..—have the nsurant a coverage.required by Chapter 112.o#the Massachusetts.ceners1 laws,and:that my signature.on this lsen»it ap�Ication waives his requiremen checlt Oite.Only Owner ❑ ant 0 Siighaue Owrierer Owneet Agent: gy d #his boxD.I h !Y y that all of the deter and h on I have submitted(ot entered)regarding tha.appticatkm are true and und,erthe:p�ermit r tfi� t3 accurate t the best-of.my knave and y�ag shod v0stst work ami irlstala6ons perfoeened issued 'apPlica on win be in conn0ance wilh.811 pertlnent-provisW ofthe MAssacji 8u"dding Code and'Chapter lt2 oftha.Csenarak.t.aws. w Duct inspection 1700if0d prior tO insuia#ion installMon YES- NO Prti�ress�sQectiens Date Comments Fty?inspection Date Co.,. T,ype�ftcsnse. ByI ` Me O Master=Rests clad cityrrown Q;loerrneypecson;, Si§nature of Licensee Permit#. n-Restricted Q;ioume1perso License:NuMbir:. S—! Fee$ C � ,atrrtassaovtdol Inspector Sigralure of'Peneit APProval c t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map. Parcel Application # i Health Division Date Issued Conservation Division `qw C® � Z� 3 Application Fee/o? S+ f /6 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address / d / V ® Village �P✓I T�'r!/�`f� Owner IjO rho"1 hAH f -4,*7 41 r ��'� Address s Telep hone ?O[ / Permit Request _4.4vh11V o%cue%/im'g-C Square feet: 1 st floor: existing proposed v�2nd floor: existing proposed V) Total newA// Zoning District Flood Plain . Groundwater Overlay 4 cPr-oject-Valuation- Construction Type 14.w® � Si Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. AC fG S Dwelling Type: Single Far�iily Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �o On Old Kings -lighway=❑Y fB�No Basement Type: ❑ Full ACrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq t) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _-S new CIO Total Room Count (not including baths): existing new First Floor Roo Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 9existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ' 4 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name e"'911,WeS ?,4,L'7_S1L5 Telephone Number �� /611a Address � ✓� s��PlG DI& License,# (v 6-5 e,'Ilny1�Fe—////tom, zU Home Improvement Contractor# " a i I° Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUFkE,- ,-r"` DATE FOR OFFICIAL USE ONLY e APPLICATION# DATE ISSUED MAP/PARCEL NO. _ ADDRESS - VILLAGE - i y OWNER v DATE OF INSPECTION: j-FOUNDATION FRAME w w. FRAME INSULATION - FIREPLACE ; ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r ' • DATE CLOSED OUT ASSOCIATION PLAN NO. s_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ! '� _ Parcel '�S Application # d Health Division Date Issued_ t i Conservation Division t o ) Application Fee Planning Dept. Permit Fee 1 . Date Definitive Plan Approved by Planning Board J Historic - OKH _ Preservation/Hyannis c Project Street Address 16c ® Village Ce4 Tr/-1,--/Ile z&4 Owner G%/'��l� ✓f/'�TA'/i % 9 ��T,,- Address MS1;71eI phone ,?oI Permit Request cy S'I't70160 --30-,4 W /V olefw e- Square feet:'1 st floor: existing proposed ")2nd floor: existing proposed Total new Zoning.District Flood Plain Groundwater Overlay ProjectrValuation` #` `' Construction Type lv�o Size `t + Grandfathered: ❑Yes ❑ No+ If yes, attach supporting documentation. Dwelling Type: Single Family Lff Two Family ❑ Multi-Family (# units) _ Age of Existing Structure Historic House: ❑Yes &o On Old King's Highway. LJ Yes CYIVo r � � '�a �' Basement Type: ❑ Full �` A'-Crawl ❑LLWalkout ❑ Other Basement Finished Area(sq. Basement Unfinished Area(sq.ft) _-b Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 'new Total Room'Count (not including baths): existing new First Floor Room Count J Heat Type and Fuel: ®'"Gas ❑ Oil ❑`Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No; Detached garage: ❑ existing ❑ new 'size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new. size_ Attached garage: Zexisting ❑ 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 v r UILDER IIOMEOWNE Y� x /.�✓'(�s ��F i se©S e ' 77/ 16 Name ��< t" Telephone Number - Address ��3 �cH !�/�cU L)!'• License # elPwT ..... /P,b f/�f' oa_6 25- Home Improvement Contractor# F ? '> Worker's Compensation P T ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. — . The-Commonwealth-of-Mass of Industrial Accidents Office of Investigations. 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/Organimtion/Individual): %S`10 5 3i a,6 : /?e'w4 ,�1(, f l kl c ` Address: 16.3 .,k- oi�'a_gP/1fCV City/State/Zip:C&y1 G Phone#: ro S- 'Ce//5 Cg--6,r-6.9 7/ Are you an employer?Check the.appropriate b x: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I ployees (full and/or part-time). * have hired the sub-contractors 6 [ w 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 g, [demolition working for me in any capacity. employees and have .ve workers' 9 ❑Building addition [No workers'comp.insurance comp. insurance. j required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions i 3.❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself. [No workers'comp, right of exemption per MGL 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. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zirr 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 un a' and p aN of perjury that the information provided above is true and correct Si ature• Date: Phone#: :: cr Cell 310 c � �, -0 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#: I�rform-ati�n.�md-Instructi��s- . .. 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 in the service of another under any contract of hire, express or implied,oral or written." An employer is defined.as"an indhicinal,partnership,association,corporation or other legal entity,or a�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 maintenance,construction or repair work 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 construct buildings in the commonwealth for any applicant who has not produced acceptable.evidence of compliance with the insarance'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 with their c ertificate s of umbers along wr ( ). d hone n necessary,supply sub-contractors)name(s),address(es)an p ( ) � 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 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/licease 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 bum-leaves etc.)said P erson is NOT required to complete this affidavit i.e.a do license or permit to ( dog license Office of Investigations would like 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 Depm-bnent of Industrial Accidents Office of Investigations r 600 Washington.Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617=727-7749 evised 4-24-07 www.mass.gov/dia . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone, Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1j' Residence: William & Natalie Bogert -Residence, 160 Teen Lane, Centerville, MA, 02632 . Rl Check Compliwice 1.1 SCOPE Wind Speed (3-sec. gust)....................................._........:..............:. .............................................. 110 mph Wind Exposure Category................................ ........................:....... .........................,................................. B A 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):.............................I........._12:5_ 5 12:12 Mean Roof Height............................................................(Fig 2)......................:......................_26"_ft <33' Building Width,W ..........................:............................. ...(Fig 3)...:..... ......'............ ........'... _30'_ft <_80' -- BuildingLength, L ........................................................... (Fig 3).....................................:._.._64'_ft s 80' Building Aspect Ratio(LNV) ..............................:..............(Fig 4)........................................_2.00_s 3:1 Nominal Height of Tallest Opening2 ..............."..................(Fig 4).....................................:. _6,8 <68„ 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)................ ..........:................................. 2.1 FOUNDATION " Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................... • ConcreteMasonry ................................................................. ............................................................. 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ............................:.............(Table 4)......................................... ._28_in. Bolt Spacing from end/joint of plate ...........................(Fig 5)............................'.._12"_in. <_6"- 12" Bolt Embedment-concrete.......................................(Fig 5)... ........ ....................... in. z 7" Bolt Embedment-masonry.......................................(Fig 5).......................................... in. >- 16" _N/A_ Plate Washer.........................................................:....(Fig 5)......................... . ......?3",x 3"x Y4' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter,55)............................... Maximum Floor Opening Dimension..................................(Fig 6).......:..................................:.....-3_ft 512' Full Height Wall Studs at Floor Openings less than 2'from:Exterior Wall (Fig 6)__........;......I..........I....... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).............................................:....._,ft <_d _N/A_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................................................... ft <-d N/A Floor Bracing at Endwalls...........................................!.....(Fig 9)....................'............................... Floor Sheathing Type ................... ..............:...................(per 780 CMR Chapter 55)..............I.................... Floor Sheathing Thickness ..............:..........................'....(per 780 CMR Chapter.55 Floor Sheathing Fastening...................................,.,.. .... ..(Table 2).._8_d.nails at_6_in,edge/_12_in field 4.1 WALLS ' Wall Height Loadbearing walls ................................................;,-...(Fig 10 and Table 5)........................._8_ft <_ 10' Non-Loadbearing walls,.....�.......................: ..............(Fig 10 and Table`5)....................:..... 8 ft <_20' Wall Stud Spacing ......................................................(Fig 10 and Table 5)................_16-in..<_24" o.c. Wall Story Offsets .................I.......................................(Figs 7&8)............................................_ft 5 d 4.2 EXTERIOR WALLS3 9 Wood Studs .. , . Loadbearing walls....................................................'..(Table 5)..............................2z-6_--9_ft_9_in. Non-Loadbearing walls.....................................:.........(Table 5).............................2x 4 - 9 ft_8_in. Gable End Wall Bracing' -- Full Height Endwall Studs.........:.....:..........................(Fig 10)....................................................;........... WSP Attic Floor Length:`. ..............?.....:: . °. ............(Fig 11)..........I...... .......1........ ........ ft>-W/3 _N/A_ Gypsum Ceiling Length(if WSP not used)..................(Fig 11.)...........'.:................:....... ft>_0.9W _N/A_ 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 Double Top Plate Splice Length ......................I............................ .(Fig 13 and Table 6)...............:........`. 6 ft t Splice Connection (no. of 16d common nails)...:.........(Table 6)........................................................—6- r AWC Guide to Wood Construction in High Wind Areas.: HO n:ph Wind Zone y Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1) Loadbearing Wall Connections Lateral(no. of 16d common nails)..............................(Tables 7)................................................. 2 Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)..............................(Table 8)....................................................._2_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ......................................................(Table 9).....................:....... 8 ft 6 in. < 11' Sill Plate Spans ......................................................(Table 9).................... ......... _3_ft_0_in. <_ 11' Full Height Studs (no. of studs)..................................(Table 9).................................... .............._3_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.................. ....................:...................(Table 9)..............:.................. 3 ft 0 in. <_ 12' p .. ......... ( )................................. - -ft- -in. s12" N/A Sill Plate Spans........................... •. ............ Table 9 Full Height Studs(no. of studs)........:........................:(Table 9)............................... .................... 2 Exterior Wall Sheathing to Resist Uplift and Shear.Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 •...................'........................:.................................. 6'-8" <6,8„ SheathingType........:...................................(note 4).................................................._Wood_ Edge Nail Spacing..._..................................(Table 10 or note 4 if less)...................`4"_in. Field Nail Spacing........................... ............(Table 10)............................................ 12" in. Shear Connection(no. of 16d common nails)(Table 10)................................................_436_ . Percent Full-Height Sheathing......................(Table 10)...............:.:......�................:...: 96 % 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts).."...... ... Maximum Building Dimension, L Nominal Height of Tallest Opening2.........................................::..... ........................ 6'8" 5 6 8" _ _ Sheathing Type............................:...............(note 4).................................................._Wood _ Edge Nail Spacing........................................(Table 11 or note 4 if less)..................._6"_in. Field Nail Spacing.............:..........................(Table 11).............:........................._.... 12" in. Shear Connection(no. of 16d common nails)(Table 11)...... ...................I..:..... _436 Percent Full-Height Sheathing......................(Table 11).............................................. 38 % 5%Additional Sheathing for Wall with Opening >68"(Design Concepts)........ .... Wall Cladding Rated for Wind Speed?.................................. . 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang .........................:......................:.(Figure 19)......... ft s smaller-of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................:............(Table 12)........................................ U 336 plf Lateral............................................(Table 12).........................................L= 176 plf Shear...........................................:.(Table 12)......................................... S= 77 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................. T plf _N/A Gable Rake Outlooker........................................(Figure 20).........:....ft <_smaller of,2'or U2 _N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................'.......................(Table 14)..........................................U= lb. N/A Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type........... ...... ................:........(per 780 C.MR Chapters 58 and 59) ..'...; ..... — Roof Sheathing Thickness......................................... .............................. ........ 5/8 in. >_7/16"WSP Roof Sheathing Fastening... ...... ............................,..:(Table 2).......................... ..... _8d 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 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 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. ' Y AWC Guide to Wood Construction in Hig h h end;� Areas: 11®mph end.Zone . Massachusetts Checklist for Compliance (78o cMR.5301.2.1.If ' • 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing.-. iii. On single story construction, panels shall be attached to bottom plates and top"member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v, Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Pariel Attachment •" _ r MLN THIS EDGE RESTS om FTtAAAING 415E W MAt S �- • 11 u .Lr 1 i t 1 1 'I I • 1 ' II It ' 11 11- 11 IJS 1 1 91 _ 11 O � 11 F 1 • M i' @ . II ,I rr 1 cc _ • �, ' I t W 11 Q li 11 1 ii r aLUn - Ir Q 1 44 J u 11 ,f - 1 r ii 111 1} WUBIE EFL `------- MAIL SPA G PANEL See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment ' r : + _ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CVIR 5301.2.1.1) 447 r u C7 u Y ` - i yF� ! PNAMING MEMBERSEDGE InTRMEMATE ! - � i � .� �•PAIN. i i .. STF4GC.ERED P�� STA CTERPAT E1 PA .' PANVEL EDGE DOUBLE NAIL EDGE SPACNG DETAIL • . Detail Verkical and Horizontal Nailing for Panel Atfachment r ' r x - t :m 2ODS-02511/18/04 Snbsfitate Demo[Rebuil.d Zaning Ordinance Amendment ,on a nptilon duly made and seconded it was ZD .at ChELpter III,Article III of the Town of Barnstable General Otdinance8, the Zoning dinanco,is hereby•arnmdedbyinsmtingparagmph 7 to.Section.4-4.2 Nonconforming ta,to read is-follows: Developed Lot,Protection—Demolition &Reb rdl.dmg on Non-conforning Lots: ' Pre=existing leg non-co rnimg 176 w-athihivelmamimgroved-by-the-eo�can ..— of a single or two-family residence which confaimed to all provisions of the zoning ordinance or bylaw at the time of constriction shall be m4titled to completely da molisli the old residence and construct thereon a new residence in accordance with ' the following. A) As of Right: The.proposed demolition and rebuilding shall be permitted as-of-right on a•pre- existing legal non-conforming lot that contains a min'mnrn of 10,000 sq.I of contiguous upland provided that the Building Commissioner determines that an of the fbilowiug eritena.are met; 1) The proposed new.strncture conforms tor all current use and setback requirements of the zoning district it is located-' n; 2) The proposed construction conforms to the following requirements of lot coverage, floor area ratio and buildingheight: a, Lot Coverage by all buildings and all structures shall not exceed twenty percent (20%) or:the existing lot coverage,whichever is greater, b. The Floof Area Ratio shall not exceed 0.3 0'or the existing Floor Area Ratio of the structure being demolished and rebuilt,whichever is greater; and . c; The building height in feet shall not exceed' .thirty(30)feet to the highest plate and shall contain no more than 2 A Stones: The building height in feet shall be defined as the vertical distance from the average grade plane to plate. 3) Further expansion of the rebuilt structure must conform to Section 4.4.2 A) 2) :T above. B)By Special Permit: If the proposed demolition and rebuilding cannot satisfy the criteria established in Section 4,4.2 7)A) above,then the Zoning Board of Appeals may allow the demolition and rebuilding by special permit provided that the fro and finds that; The proposed yard setbacks are equal to or greater than the yard setbacIp of the ' existing building; and An the criteria in 4.4.2 f)A)2) b &c, abo Ye is m The proposed new dwaWng would not-be substantially mare detrimental to the lei A TRUE COPY AYTEST - . 4 tY�f!•.fit•t • •. i -47 Town of Barnstable Regulatory Services . MASS. Richard V.Scali,Interim Director 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 � , as Owner of the subject property hereby authorize -h ✓�f Gf S ?,A��N t ®S. to act on my behalf, in all matters relative to work authorized by this building permit. (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. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 10/13 �1"HE,� Town of Barnstable ti Regulatory Services ` • BAMSTABLE. Mass. Thomas Thomas F.Geiler,Director i639. $ '�Fo39r" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 February 5, 2014 Charles Paltsios 183 Longview Dr. Centerville, MA. 02632 RE: 160 Tern Lane, Centerville, Map: 212 Parcel: 015 Dear Mr. Paltsios: •L, This letter shall confirm our prior discussion on the phone that permit application number 201309193 is not approved at this time because it does not conform to zoning requirements to be done as of right. A special permit must first be obtained by the Zoning Board of Appeals. Please do not hesitate to contact this office if you have any further questions. Respectfully, L. Lauzon Local Inspector (508) 862-4034 jeffrey.lauzon@town.bamstable.ma.us Q:zoning5 I PROJECT. 'NAMEc �o� I ADDRESS: tr� PERMIT DATE:: MIX: LARGE. ROLLED PLANS ARE IN. SLOT Data entered in MAPS progratt on: hl - BF: q/ files/forms/archive:..: P. C. PALTSIO.S " BUILDING & REMODELING roxv,41 o W.83.LONG VIEDRIVE 31 Ash..- MA 0202 q (508) 771-141:0. Licensed Builder 4006653 -66 ANI 44JJJ Architectural. Design Commonwealth of Massachusetts Home Building Additions Home Improvement Contractor 9 1 1404py Repairs& Restoration Commonwealth(if Massachusetts 10/24/14' r To the Town Of Barnstable Building Department C.Paltsios Building &' Remodel:ing is withdrawing its- application for a Building. permit at 60 Ter'n i n?- Centerville;Ma. Requesting road bond bond release. Charles Paltsios ' . ' 4 i C��ze iPo�rr'rirrio�racuealtli a�C��agaac�zc�eCli� . Office of Consumer Affairs&Business Regulation License or registration valid for individul use onl y OME IMPROVEMENT CONTRACTOR Uq..,Axpi egistration ate. If found return to: 114644 - before the expiration dType: Office of Consumer Affairs and Business Regulation ration 10/8/2015 DBq l 10 Park Plaza-Suite 5170 7 C.PALTSIOS BLDG&REMODELING' Boston,MA 02116• CHARLES PALTSIOS i 183 LONGVIEW DR CENTERVILLE, MA 02632 Undersecretary of v i; it o nat -- �. I merit of Public Safety s Massachusetts^ Rego at. S and Standar y.., V Board of Building: isor Construction SuPerN" License: CS-006653��,� ES Gp�'S10 LN�L Daj t63 .. CE R _expiration 91 22120" 0 Commissioner f McKENZ'1'E ENGINEERING Auguist 22; 201 l.a CONSULTANTS structural•civil envkonmental - + t i y Mr. Matthe-w A:nderson Anderson Framing.&Remodeling _ 241 Route 6A East Sandwich;MA 053"7 , RE. Generic Sill Plate Anchoring Requizexlents IJsrng Titen HD iVlechani'cal Anchor ' Bolts Dear Mr. Anderson; ' • ..r. , Sltant Inhascomplee, v feMcKenzie Engineering Consu whrrpson data and literature to determine the requirements for'usmg their Titen HD anchor bolts in: lieu of the standard 7-bolt anchor bolts If the 5/8"'x 6"Titen HD bolts are used,they caia:.be substituted.at the same spacing;as � 3 specified for standard anchor bolts Ix>"Oder'to provide equA lent connection to the foundation using 1/2"x-b" T-ft- 'HID concrete an-h 'rs tie spacing>7etween bolts must be;. } _ reduced by 20%(i e if the sp cirtg was 60 'o/c with 5/8- bolts;the spacing would need 1 N :t a a to be 48"o/c fox f2"bolt j These sizes are based.`on attaching the bolt to a single sill +F plate. Tf;using a double sill,the length needs to ga to $": The use,ofx3,xl/4"plate ` washers is still required,an alLapplications., n w If there:are any questions,feel free to give me a call C OF* 3� $xncerel � fc McK N-Z k es':,MdOnz nsultants, Inc.. 1279 Millstone Road ' Brewster,MA 02631 t 774.353.2144 f 774.3512142 www.mckenginears.com ` 1-20-13;04; 1.:PM;=rcrr,; To; 150377' 1410 'S08,889309 # 7% 7 ` + 2009 IECC Energy Y Efficiency Certificate` : Calling d Roof 36.00 , wall 21.00 Floor/Founifttion 30.00 ' Ductwork(uncontikkwied spaces): Window 0.31 0.29 Door 0.30 0.28 , Heating y 3 s r tem; ---� _ Cooling System: Water Mentor Narno: Date: r Comments: • - y of - 4 e -%CI- _,04 122PM;:=ror(i; To: I",S77'•1411) ,5"883$ BG? n/ C) HVAC piping conveying fluids above 105 degrees F or chilled llulds below 55 degrees F are insulated to R .. - .v Swimming Fools: ; 0 Heated swtnmmg pools have an on/off hoater switch: Pood heaters operating On rtaturW gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exc6.ctlonsr Where public health standards require continuous pump opatatlon. Where pumps operate within solar-andlor wa.xto•haat•reccverys}stems., .. (� Heated swimming pools have a Cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is front'site-recovered energy or solar energy source. trghting Requiromerlb: 1 ® A minimum of SD parcent of the lamps in permanently installed lighting rxtures can bo categorized as one of the following: ($)Compact fluorescent (b)7-8 or smaller dlamgter linear fiuore"rant (c)40 lumens per watt for lamp wattage e=16- (d)50 lumens per watt for lamp►vttage>i 5 and e=40 (e)60 lumens per watt for lamp wattage 40 Other Requirements: Snow•and lou-melting systems with energy supplied from'the service to a bulld-ing shall include automatic controls capable of shutting off the System when a)the pavement temperaturo Is above 50 degrees IT,b)no areclpitation Is falling,and c)the outdoor temperature Is. above 40 degrees F(a marwai shutoff control Is also permitted to zatisty requirament'c'). Certificate: _ ' • Ej A permanent certificate is provided on or in the eWrical distribution panel listing the predominant inst,lation R-values;window U•factcr6;type and eff)de%y of space-Mnditioning and water heating equipment The cortiflole does mat cover or obstruct the visibility Of ttte circuit dlrack ry label,service disconnect label or whor required labels, NOTES TO FIELD:(Building Department Use Only) s u' -- •� --emu•.-.�.-.. �� Proiect Title,,CHUCK PALTSIOS w .a, �M — Report date: t71flUt3 Data filename: L'Mdtled•rck F, Page 4 of 4 . r 1 -20- ;04, 12PPI;:rum; 0-"s 6 (b)Ceilling/attic:Alr barrier ir,any dropped caliling/sofflt is.sub6tantialty,aligned with insulation and any gaps are sealed. . (c)Above-grade walls:insulation is lnsmtled in subs ta ist contact and continuous aliypimeni with the building envelope air barrier. (d)Floors:Air barrier►s installed at any exposed edge of insulation. ; (e)Plumbing and wiring;Insulation IS placed between DOside are pipes.Batt insulation is art to fit around Wiring and pbjfting,or sprayedthlown insulation extends behind piping an I wiring. (� Comers,headers,narrow framing cavities,and rim Jalsts are insulated. (9)ShOwerltub on exterior wall:Insulator,exists between Showersitubs and exterior wail. . , Sunroorns: ' Sunrooms that are thermally isolated from tho building envsloPe hove a maximum fs.nestration U-factor of O.5C and the maximum skyilght U-factor of 0.75,Now windows and doors separating the sumoom fmm conditioned space meet the building therms:ernelepe• requtrements. , Materials Identification and installation: ( Materials and equipment are EnsYatla<t in accordance with the manufacturer's Installation instructions, E3 Materials and equipment are identified so that odmpliancg car,be detemt ned. d ® Manufacturer manuals for all installed heating and cooling equipment and service water heating equiPment nave been provided, ' Insulation R-values and glazing U-factors are clearly marked on the building plans wspeelfimtions. Duct Insulation: C) Supply ducts in attics are insulated to a minimum of R-8.All other ducts in uncondltipnbd spaces or outside the building envelope are M Insulated to at!oast R-6. Duct Construction and Testing-. O Building frarriing cavities are not erred as supply ducts. ` J All lolnts and seams of air ducts,air handlors°filter boxes,and building'cavities used as return ducts are substantially airtight by means of tapes,mastics,liquld Sealants,gisketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 161A or UL 1811B and are labeled aeemd'a,g to the duct construction.Metad duct connections With equipment andicxAttings are mecha,mlcally fastened.Crimp joints for round motel ducts have a contact lap of at least 1 112 lnches and are fastened with a minimum of three equally spaced shaet•metal,screws, Exceptions: Joint and seams covemd with spray peiyurethano foam. Where a partialy insccessible duct oormeedon exists,mocranical fasteners so as to prevent a hinge affect. can be equally spaced on the exposed portion of the Joint .. . Continuously weldod and loddrig-type wngitudlnai joints and seams on ducts operating at less than 2 in,w.g.(500 Pay . Duct tightness Wattles been por(Ontred and meets one of tyre following test orlfeeia: i (1)Poslconstruction leakage to outdoors test:Less than or equal to 162.4 elm(8 ofm par 100 fL)of conditioned floor area), - (2)PostcOnstructi0n total leakage test(including air handler onelcsure);Less than or equal to 20.6 On(12 cfm per 100 1t2 of � conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 121.8 cfm(6 cfm per'100 ft2 of conditioned floor area), - ' (4)Mough-in total leakage test without air handler Installed:Less than of equal to 81.2 cfrn(4 ch per 100 ft2 of coriaiticned floor areal. Temperature Controls: o Where the primary heating system is a forced air-furnace,at toast one programmable thermostat is installed to control the primary hea,ing system and Ras set-points initialized at 70 degree(`for the heating cycle and 78 decgreu F for the cooling cycio. j Heat pumps having suoplemantary electric-malstance heat nave controls that prevent supplemental heat operation.when fhe compressor can meet the heating load. . ' Heating and Cooling Equipment Sizing: - 1j Additional requirements for equipment sizing are included by an inspection for complia9ze with tha international RoWentiM Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance wltn 2009 IECO Commercial 9uilding Mechanical and/or Service Water Heating(Sections`O3 and 504). Circulating Service Not Water Systems: a - Circulating service hot water pipes are insulated to R-2. ' Circulating serve het water systems include an automatic or amessible manual switch to turn off tha clrculating pump when the system is not in use. Heating and Cooling Piping insulation: Project Title:CHUCK PALTSIOS -- Report data; 11it91i3 Data filename:Untitted.rck Papa 3 of 4 1'-20—` ;O 4;i2ridl;-fDln; To 1F,:.8"`410 ;K"r- 8-lio ot? ?� 4- 7 bN RESCheck Software Version 4.4.3 Inspection Checklist - Energy Code; 2009 IIECC location; Conterwillo(Barnstable),Massachusetts ,. Construction Type: Sir �amiBy Glazing Area Percentage; 1,, F t Heating Degree Days: 6137 Climate Zone: Collings: , 0 Ceiling 1:Flat Caging or Scissor Truss,R•38.0 cavity insulation Comments: Abov"rade Walls: " CJ Wall 1:Wood Frame,16,o:c.,R.21.0 cavity insulation Comments: Windows: Cl Window 1;Wood Frame:Double Pane,U-factor,0,310 "For windows w khoLt labeled U-factors,describe features: A'Panes Frame Type Thermal Break? Yes`No • Comments: Doors: C, Door 1:Solid,U-factor 0,250 Cortutmnta: ,`. . l Dow 2:Glass,U•feotgr:0.300 Comments; Floors: ❑Floor 1:All-Wood Joist/Truss;Over Unconditioned Space,R-30,0 cavity insulation •" Comments; _ Floor insulation Is installed in permaient contact with the underside of the sublloordocking. Air Leakage: ® Joints(Including rim joistjunctions),attic access openings,penetrations,and al;other such openings in the building envelope that arc sources of air leakage are scaled with caulk,gasketed:weatherstripped or otherwise sealer;with an air barrier material,suitable film or 'solid material. 0 Air barrier and sealing exists on common walls bet veon dwelling units,on sxterior wails behind tubi0showers,and in openin windowidoor jambs and framing, gs between Q Recessod lights In the buildlrig thermal envelope are 1)type IC rates and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wag or railing covering. - Z] Amm doors separatIng conditioned from uncon litiored space are weathor-strlpped and insuiated(without insulation compression or damage)to at least the level of insulation on the surrounding surf'acos.Where loose ftg'insulatjon tis s,a baffle or retainer is installed ` to maintain Bnaulailan application. Wood-burning firop'aces have gaskoted doors and outdoor combustion air: Q Automatic or gravity dampers are Installed on aft outdoor air intakes and exhausts. Air Seating and Insulation: U Building envelope air tightness and insulation installation compflos by either 1)a post rciughdn blower door test result of lass than 7 t ACH at 50 pascals OR 2)the following items have boon satisfied; f, (a)Air barriers and thermal bamer:Iratallod on outside of air-permeable insulation and breaks orjoints in too air barrier art filled or repaired. Project Title:CHUCK PALTSIOS Data filename;Untifted,rck , ' Report date:11/'Ig/13 Page 2 of 4 f i 1 -20- 04,'1-11RI9,'=l m: ;n:{ih' 6,7'14!0 5C88 ,?i 60y # 3- _ •;/ate � '' , t., � d .. } ' a.¢.. �. , REScheck Sottwa re 1l�rsion 4.48� Compliance Ceftificate Project Title: , J e: CHUCK PALTSKJS Energy Code: 2009 JECC Location: Centerme(Barnstable),Maseachusettg Construction Type; S1rt 1e Family Glazing Area Perountagc ISe/ ► oting Degree Days: 61:37 Climate Zone: g Construction bite: - Own®r/Agent: 160 TERN L vt DesignerfConlraGtar: ° CENTERVILLE,MA ; y i,.. . Comp lianr.:e:4.5%Bottsr ThM Code• Maximn. Uq:397 y The%acttdr yy,�pyQ Then Cie Mdox ror eG;e how 1:� Your t1A $79 h DOES N07 provide an ftNmate or atw �oPUarnCe M dedeMoun a bn.od on cede trade a.I Nun,- �Y:.69 Cf 008:telAd4B tG 8 9drlirtS1111•CMJp I10rtle, - • B P • e.t Cratling t:Flat Cetling or Scissor Truss t WON 1:WOW Franm,16"o,c, 2030 33.0 010 61 Winslow 1:Wood Fremp;Double Paste 2570 21,6 0.0 123 f Door 1:Sold 350 0,3f p' 100 ' 0►o72:GIs$$ 21 0.250 g 46 Roar 1:All-Wood Joisttrruss:Cvor Unctinditioned Spgco 01300 14 '• 2030 30.0 0.0 67 ComPNanca StbtOrrrent The proposed-Widing dr sign derctibed hors is consistent with the budding plans,speCiRcatipns,and other calaulrtions submitted With the perrnit application The proposed bullding has been de6ignsd meet flee 20Sg IECC requira3rnonta in 9 to RESaheck Version 4.4.3 and to Oumpty with the mandatory►oquftments listed in the RESChco Inspection Checklist. NarnA Title _ r Signature Date .. ... , - t Data Dt%Tltio: CMUCit PALT$10S r .� _� Data fliename:Untitled.rck' p `* - Report date: 11i18i13 , Psge 1 of d' BaiseCascade Single 9-1/2" AJS® 140 Joist\J01 Dry 12 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALCO Design Report-, US 16 OCS i Non-Repetitive I Glued &nailed construction { Build-2627 File Name: Bogert calcs Job Name: Bogert Residence Description:Pottery Room joist Address: 166 Terri Lane Specifier: City,State, Zip: Centerville, MA Designer: BC Customer: Chuck Paltsios Company: Shepleys Code re•=o'rts ESR`11a44 Misc: P• 16-02-11 03-05-15 BO B1 B2 Total Horizontal Product Length=19-08,10 Reaction Sum'ma'ry (DdWh i U'piift") (i6s.) Bearing ,,, Live:, Dead , Snow Wind Roof Live BO, 24/2" 358/ 1 89/'0 3 1%2 s 97610 24'4/0 B2, 2-1/2" 94/375, 0/70 Live Dead Snow" Wind' Roof Live OCS Load,Summary , Tag Descri'ptign Load Type Ref: _Start End 100%0 90% 115% 160% 1250/. 1 Standard Load Unf..Area`(Ib/ft^2) L 00-00-00 19-08-10 40 10 16 Disclosure COI1trOI S,$Um nary. Value %Allowable Duration Case Location Completeness and accuracy of input must Pos Moment: 1,439 dbs•- 58.7% 100% 2 06-08-07 be verified by anyone who would rely on Neg. Moment 4,586 ft=lbs' 64:7%, 100% 1 16-02-11 output as evidence of suitability for End Reaction 448:Ibs �' 42.1%. 100% 2. 00-00-00'.. 'particular.app.lication.Output here based Int.'Reaction 1,220'Ibs 51.9% 100% 1 16-02-11 on building code=accepted design" ` properties and analysis methods. End Shear 449 Ibs - 38.70/6 100% 2 19-06-02 Installation of 801SE engineered wood Cont. Shear 625`Ibs 53.90/6 100% 1 16-00-15 products must be in accordance with Uplift h 446316s n/a 100% 2 19-08-10 current Installation Guide and applicable Total Load Defl. L/682 0 283' 35.2% n/a 2 07-06-02 building codes.To obtain Installation Guide ( ) or ask questions,please call Live Load D'efl. L/851 (0.227.") 66:4% n/a 5 07-06-02 (800)232.0788 before installation.\n\nBC Total Neg.Defl. L/999 (-0:008") n/a n/a 2 17-01-08 CALCO,BC FRAMER®,AJST"', Max DO. 0.283 . 28.3% n/a 2 07-0&02 ALLJOISTO,BC RIM BOARDM I BCI®, BOISE GLULAMT"' SIMPLE FRAMING Span'/Depth' 20.3 g' n/a n/a 0 00-00-00 SYSTEMS,VERSA LAM®,VERSA-RIM PLUS0,VERSA-RIM®, %Allow %Allow VERSA-STRAND@,,VERSA-STUD®are BeBring',.S40'O tS Dim:.(L x,W) Value Support Member Material trademarks of Boise Cascade Wood BO Weill/Plate 2=1/2",z 2=.1/2" 448lbs n/a 42.1% Unspecified Products L.L.C. B1' Beam 3:1d'z 2=1/2" .: 1,220 lb s 18°6%'' S1:9% Versa-Lam 1:7 B2 WalUPlate 2=1/2"x.Z:1/2" ' :,'4461bs,, ,` n/a . 42% Unspecified Caution's- h a Uplift'of=4:46 lbs found at span 2-,Righ't. Notes tr a , Design meets Code minimum (L/240)Total load`deflection criteria. Design meets User.specified'(L/480) Live load deflection criteria. Design meets arbitrary(1") Maxi `mum totalAbeid deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick ,OSB'sheathing'glued and nailed to member. Design based on-Dry Service'Condition. Deflectionsless'than 1/8"were ignored In the results: Page 1 of 1 AINeoisecascaae Single 9-1/2" AJS® 140 Joist\J02 Dry 12 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALCO Design Report- US 16 OCS I Non-Repetitive i Glued & nailed construction Build 2627 File Name' Bogert calcs Job Name: Bogert Residehc'e Description: Dining living room joist Address: 160 Tern Lane., Specifier: City,State, Zip:,Cente' rVille, MA Designer: BC Customer. Chuck Paltsios Company: Shepleys Code reports: " ESR-1144 Misc: 4 :. 10-02-04 15-06-14 BO B1 B2 Tofal Horizontal Product Length=25-09-02 Reaction S thinufry(Down /Uplift) lbs) Bearing -Live •D.ead .. Snow Wind Roof Live B0; 2-1/2" 250/91- 40/0 B1, 3-1/2" 8727.0, 218/0 B2, 2-1/2" 360%1.6' 86/0. Live Dead" Snow Wind Roof Live OCS Load 3uriYma�y Tag.D'escription L'oad'Type Ref. Start End 100% 900/6 115% 160% 1250%. 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 25-09-02 40 10 16 �Controls.,Stimma Disclosure ry Value %Allowable Duration Case Location . Completeness and accuracy of input must Pos. Moment -1,,424-ft"Ibs 58:1% 100% 3 19-00-14 be verified by anyone who would rely on Neg. Moment 1 464 ft=Ibs 59;8'°Io `100% 1... 1 M2-04' output as evidence of suitability for End Reaction" = ° 445 Ibs 41t9% 100% 3 25-09-02 particular application.Output here;based on building code-accepted design .Int.'Reaction'. 1,090':Ibs 46.4% 1'00% 1 ' 10-OM4 properties and analysis methods. End Shear 432 Ibs 37:2% 100% 3 25-06-10 Installation of BOISE engineered wood Cont. Shear 599 Ibs 51.7% 100% 1 - 10-04-00 products must be in accordance with Uplift; -52 Ibs n/a 100% 3 00-00-00 current Installation Guide and applicable ° building codes.To obtain Installation Guide Total'Load Defl. U690 (0.268') 34:8/o n/a 3 18-04-12 or ask questions,please call Live Load Defl. - U841 (0.22") 57% n/a 6 18-04-06 (800)232-0788 before installation.\nCnBC Total Neg. Defl.• U999 ( 0.043") n/a n/a 3 06-02-12 CALC®,BC FRAMER®,AJSTM, Max Deft 0.268' 26.8% n/a 3 18-04-12 ALLJOISTO,BC RIM BOARDTM BCI®, BOISE GLULAMT"' SIMPLE FRAMING Span/Depth 1'9.5 n/a s '+' n/a 0 00-00-00 SYSTEM®,VERSA-LAM®,VERSA-RIM PLUSO,VERSA-RIMS, %Allow, %Allow VERSA-STRAND®,VERSA-STUDO are Bearing Supports Dim.-(L;x W) :Value' Support Member Material trademarks of Boise Cascade Wood BO Wall/Plate 2-1/2"x2-1/2" 290 Ibs n/a 27.3% Unspecified Products L.L.C. B1 Beam 3-1/2"x 2-1/2' 1,000 Ibs 16.6% 46.4% Versa-Lam 1.7 52 'Wall%Plate 2A/2'x 2=1/2 4451bs n/a 41.9% Unspecified Cautions _ _ - 4'lJplift of-52-Ibs found at"span 1 --'Left:., 7- 1 Notes Design meets Code minimum (U240)Total'load deflection criteria. Design meets'User.specified(L/480) Live deflection criteria. x: < Design meets"a�bitrary(1") Maximum total'lo6d deflection criteria.' Calculation's assume Member is Fully Braced. " Composite El Valu'e bated on 23/32"thick OSB'sheathing glued and nailed to member. Desigrrlased'on`Dry Service Condition. Deflections less`tl an''1`/8"we`re ignored,in the results: ° a Boisecaskade. Single 9-1/2 ' AJS® 140 Joist\J03 . Dry 12 spans I No cantilevers 1 0/12 slope' Friday, December 13,2013 BC CALC®Design Report= US-` 16 O'CS Non-Repetitive Glued & nailed construction Build 2627 File Name: Bogert talcs Job Name: Bogert Residence Description: Bedrooms 2 and 3 Address: 160 Tern Lane Specifier: City, State,-Zip:Centerville, MA Designer: BC Customer: Chuck Palts'i'os Company: Shepleys Code reports' ESR-1144 Misc: �: V ., 16-02-14 13-06-14 BO B1 B2 Total Horizontal Product Length=29-09-12 Reaction Summary:(Down /Uplift):(Ibs) Bearing Live Dead, Snow . Wind Roof Live BO, 2-1/2" 380/33 130/0 B1, 3=1/2" 9'84/0, 369/0 B2,.2-1/2 326/68 97/0 Live Dead Snow Wind Roof Live ocs Load Sum'rrrary Tag Description, .Loadl Type ,: Ref. Start End 100% 90% 1"15% 160%°,125%. 1 Standard Load Unf.AYea flb/ft^2) L 00-00-00 29-09-12 40 15 16 Disclosure Conteols Summary Value. %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,704 ft=Ibs 69.6% 100% 2 0&11-10 be verified by anyone who would rely on Neg: Moment 1,980'ft-Ibs. . 80.8% 1000/0 1 16-02-14 output as evidence of suitability for End'Reaction 5,11 Ibs 48:1% 100% 2 00-00-.00 particular.application.Output here based on building code-accepted design Int. Reaction 1353 Ibs 57.6% 100% 1 16-02714 properties and analysis methods. End Shear 495 lbs 42.7% 100% 2 00-02-08 Installation of BOISE engineered wood Cont Shear 702 Ibs 60.6% 100% 1 16-01-02 products must be in accordance with Total Load-DO. L/559 (0.346") 42.9% n/a 2 07-08-02 current Installation Guide and applicable building codes:To obtain Installation Guide Live Load D'efl. U720(0.268") 66.7% n/a 5 07-09-05 or ask questions,please call T6tal'Neg.Defl. U999 ('0.058")< n/a n/a 2 20-08-11 (800)232'0788 before installation.CMnB'C Max Defl. 0 346" 34.6% n/a 2 07-08-02 CALCO,BC FRAMER@,AJSTM, Span/Depth 20.3 n/a n/a 0 00-00-00 ALLJOISTO,BCTRIM BOARD TM BCI®, BOISE GLULAM ,SIMPLE FRAMING . SYSTEMO,VERSA-LAMO,VERSA-RIM %Allow %Allow PLUSO,VERSA-RIMO, Beaeirig,Supports ':, Dim.(L••z IN) Value Support Member, Material VERSA-STRAND@,VERSA-STUD@ are BO Wall/Plate 2=1/2"x 2-1/2" 511 Ibs n/a 48.1% Unspecified trademarks of Boise Cascade Wood B1 Beam 3=1/2"x 2-1&' 1,353 Ibs 20.6% 57.6% Versa-Lam 1.7 Products L.L.C. 52 Wall/Plate 2=1/2"x 2-1/2"_ 423 Ibs n/a 39.9% Unspecified. Notes Design meets.Cdde minirrlum'(U240)�Total load deflection criteria. Design meets'(Jser specified(L/48'0) Live load"deflection criteria. Design meets arbitrary(V Maximum total load deflection criteria. Calculations assume Member Is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based.on Dry Service Condition: Deflections less than 1/8i°were ignored in the results. Page 1 of.1 Boise Cascade Single 9-1/2" AJS® 20 Joist\J04 'Dry 4 spans I No Cantilevers l 0/12 slope Friday, December 13, 2013 BC CALCO Design Report- US 16 OCS (Non-Repetitive Glued &nailed construction Build 2627 . File Name: Bogert calcs Job Name: Bogert Residence Description:Designs\J04 Address: 160 Tern Lane Specifier: City, State, Zip: Centerville; MA Designer: BC Customer: Chuck Paltsios'> Company: Shepleys Code reports. ESR 1144 w Misc: 8 3 5 2 4 6 -? 06-01-10 10-01-04 03-05-04 12-01-10 So B1 B2 B3 B4 Total.Horizontal Product Length=31-09=12 Reaction Summary(Down WON lbs Bearing; Live, Dead Show Wind . Roof Live B'0, 2.1/2". 156/49 14/0 1 /0 B1;3 1%2" 494/,0 170/0 0/3 B2, 3-1/2" 459/86 189/0 0/92 B3,3-1/2" 638/0 r 477/0 222/0 R B4,2-1/2f' 275/3 252/0 172/0 a Live Dead Snow Wind Roof Live OCS Load Summary Tag:.Des'cription Load.Type, Ref. Start- End 100% 90% 115% 160"/6 125% 1 Standard Load Uni f. Area (lb/ft'112) L 00-00.00 31-09-12 40 10 16 2 wall Con'c..Lin;'(Ib/ft) L. 13-06-10 13-06-10 0 60 16 3 ceiling: Cdh'c:Lin:(lb/ft) L 13-06-10 13-06-10 0 70 16 4 wall Conc.'Lin. (lb/ft) L 18-11-02 18-11-02 0 60 16 5 Ceiling.: Conc.:lan (Ib/ft) 11 18-11-02 18-11.02 0 75 16 6 wall '.Conc. Lin. (Ib/ft)' L 27-08-02 27-08-02 0 80 16 7 ceiling Conc. Lin::(lb/ft) -. L- 27-08-02 27.08-02 0 -50 16 8 roof C'onc. Lin. (lb/ft) L 27-0&02 27-08-02 113' 225 16 Disclosure Controls Summary_ MVaI'ue - %Allowatile,,Duration Case Location:' Completeness and accuracy of input must Pos. Moment 1,882 ft-lbs 48.2% 115% 13 27-07-13 be verified by anyone who would rely on Neg: Moment -1,198 ft-Ibs 35;3% 100% 1 19-08-02 output as evidence of suitability for End Reaction 527,Ibs 49.6% 100%. 6 31-09-12 Particular application.Output here based Int: Reaction -11,115 Ibs 47.4% 100% 6 19-08= on building code_accepted design02 properties and analysis methods. End Shear 513 Ibs 44.2% 100% 3 31-07-04 Installation of BOISE engineered wood Cont. Shear- 598,lbs 51.5% 100% 1 19-09-14 products must be in accordance with Uplift -35 lbs n/a • °' 100% 5 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide Total,Load Defl. L/894 (0 161") 26.8% n/a 13 26-08-05 or ask questions,please call Live Load Defl.- L/999 (0.09,`) n/a n/a 26 26-06-02 (800)232-0788 before installation.\n\nBC Total Neg. Defl. L/999 (-0.006") n/a n/a 10 17-11-01 CALC@,BC FRAMER@,AJSTM, Max Defl. :0.161" 16.1% n/a 13 26-08=05 ALLJOIST®,BC RIM BOARD TM,BCI@,„ BOISE GLULAMT"" SIMPLE FRAMING Span/Depth 1`5.1 n/a n/a 0 00-00-00 . SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@; VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 �BoWeCascide Single 9-1/2" AJS® 20 JoistW04 Dry 4 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALCO Design Report- US 16 OCS I Non-Repetitive I Glued &nailed construction Build 2627 File Name: Bogert talcs Job Name: Bogert Residence - Description: Designs\J04 Address: 160 Tern-Lane" Specifier: City, State, Zip: Cente`rville,MA Designer: BC Customer: Chuck Paltsios Company: Shepleys Code reports: ESR-1144 Misc: %Allow %Allow B'earing.Supports:_ .. Dim;.(LXV) Value Support Member Material BO Wall/Plate 2-1/2"x 2-1/2" 170 lbs n/a 16% Unspecified B1 Beam 3"1/2"x 2-1/2" 664 Ibs 10.1% 28.3% Versa-Lam 1.7 B2 Beam 3-1/2"x 2-1/2" 648 Ibs 9.9% 27.6% Versa-Lam 1.7 B3. Beam 3-1/2"1x 2-1./2" ' 1;115 Ibs 17.1% 47.4% Versa-Lam 1.7 B4 Wall/Plate 2-1/2".'k 2-1/2' 527 Ibs n/a 49.6% Unspecified Notes . z.- Design meets Code m'inim'um (L/240)Total load deflection criteria. Design meets User specified (L)460) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El Value based on 23/32"thick "OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored,in'tKe results.. 4 Page 2 of 2 i Boise cascade - Single 9-1/2" AJS® 20 Joist\J05 Dry 13 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALL®Design Report- US 16 OCS' Non-Repetitive Glued &nailed construction +Build 262i7 File Name: Bogert calcs Job Name: Bogert Residence Description: Designs\J05 Address: 160 Tern Lane Specifier: City, State, Zip: Centerville, MA Designer: BC Customer: Chuck Faltsios Company: Shepleys Code reports: ESR-1144 Misc: 3 5 7 9 2 4 6 s 06-01-10 10-01-04 15-06-14 B1 B2 B3 Total Horizontal Product Length=31709712 Reaction Summa'ry,(Down/ Uplift)"(Ibs) Bearing,- Live; -. Dead Snow Wind Roof Live BO, 2-1/2" 1904 54 88/0 45/0 B1,.3-1/2 618/0 202/0 66/6 B2; 3-1/2" 857/0 676/0 136/0 B3, 2-1/2" 359/ 13 315/0 201 /0 Live bead Snow Wind Roof Live OCS Load Summary, Tag,Description Load°Type, Ref. Start End 100% '90% 11616 160% 125% 1 Standard Load Unf. Area (Ib/fV2) L 00-00-00 31-09-12 40 10 16 2 Wall Coric.'Lin. (lb/ft) - L 13=06-10 13-06-10 0 60 16 3 ceiling Conc: Lin.'(Ib/ft) L 13-06-10 13-06-10 0 70 16 4 wall Conc Lin. (It/ft) L• 18-11-02 18-11-02 0 60 16 5 ceiling Conc. Lin: (Ib/ft) L 18-11-02 18-11-02 0 ,75 16 6 -wall Conc: Lin. (Ib/ft)� - L 27=08-02 27-08-02 0 80 16 7 ceiling Conc. Lin. (Ib/ft) L 27-08-02 27-08-02 0 50 16 '8 roof Conc. Lin: (fb/ft);;` . L'; 27-08-02 27-08-02 113 225 16 9 wall Conc:-Lin. (lb/ft), L, 04-01-10 04-01-10 0 80 16 10 ceiling, Conc;'Lin. (Ib/ft) L`= 04-01=10 04-01-10 0 10 16 11 roof Conc. Li'n. (Ib/ft) L 04=01-10 04-01-10 45 90 16 i Disclosure COt1trOIS,SU1Tlmary„ Value "/o Allowable-buration Case Location Completeness and accuracy of input must Pos: Moment 2,163 ft=lbs 63.7% 100% 2 26-06-15 be verified by anyone who would rely on Neg. Moment 2;086 ft-ltis ' 614% 100% 5 16-02-14 output as evidence of suitability for End Reaction 674-,Ibs: ^63t5% 100% 2 31-09-12 particular application.Output here based • . :' ,_ on building code-accepted design Int Reaction 1 533�Ibs 65.2% 100% 6 16-02-14' propeitie§and analysis methods. End Shear 66`0 Ibs, ,` t 56.9%0 100% 2 31-07-04 Installation of BOISE engineered wood Corit:-Shear "' 872 Ibs^'i"' 75':2% 100% 5 16-04-10. products must be in accordance with Total Load Defl: L/53,1 (0 349 ) 45.2%0 n/a 20 24-11-12 current Installation Guide and applicable . ° , building codes.To obtain Installation Guide Live Load Defl.- L/927 0.2" •1. - - 5 8/o a n/a 43 24 09 15 • ( ) or ask questions,please call Total Neg. Defl. U999 (`0:038") .' n/a n/a 20 12-02-00 (800)232-0788 before installation.\n\nBC , Max Defl: 0.349 34.9%° n/a 20 24-11-12 CALC@,BC FRAMER@,AJSTM ' Span/Depth 19:5 n/a n/a 0 00-00-00 ALLJOISTO,BC RIM BOARDTM BCIO, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, x VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 I; s Boise Cascade �� R ' Single 9-1/2 AJSO 20 Joist1J05 Dry 13 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALL®Design Report- US 16 OCS Non-Repetitive Glued & nailed construction Build 2627 File Name: Bogert calcs Job Name: Bogert Residence Description: Designs\J05 Address: 160 Tern Lane Specifier: City, State; Zip: Centerville; MA Designer: BC -Customer: Chuck Paltsios , Company: Shepleys Code reports: ESR-1144 Misc: %Allow %Allow Bearing SGppOrts Dim.(L x W): Val`ue Support Member Material BO Wall/Plate 2-1/2"x 2-1)2" 278 lbs n/a 26.1% Unspecified B1 Beam 3-1/2"x'2'V2" 720 lbs 11.0% 30.7% Versa-Lam 1.7 B2 Beam 3-1/2"x2-1/2" 1 533 lbs 23.4% 65.2% Versa-Lam 1.7 B3 Wall/Plate 2=1/2"x 2-1/2" 674 lbs n/a 63.5% Unspecified Notes_ .. . > .: Design meets Codie'min'imum (L/240)Total load deflection criteria. Design meets User specified(L/480) Live'-load,deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than '11F'were iignor"ed in the results. .. - i a o Page 2'of 2 _ Boise Cascade Single 9-1/2" AJS® 20 Joist\J06 Dry 13 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALCO'Design Report- US 16 OCS I Non-Repetitive I Glued &nailed construction Build 2'627 File Name: Bogert calcs Job Name: Bogbrt'Residence Description: Designs\J06. Address: 160,Tern Lane Specifier: City, State,Zip: Centerville, MA Designer: BC Customer: Chuck Paltsios Company: Shopleys Code reports: .ESR-1144 _ Misc: 2 5 I. 06=01-.10 10-01-04 15-06-14 BO 61 B2 B3 „ Total Horizontal Product Length=,31-09-12 Reaction Summary(Down/Upl'ift) (ibs) Bearing . _ Live Dead Snow Wind Roof Live BO, 2-1/2" 190/54 90/0 34/0 B 1;3=1/2 6184 0 225/0 89/0 B2, 3-1/2" 857/:0 244/0 16/0 B3, 2-1/2" 369/ 13 232/0 67/0 Live Dead Snow Wind Roof Live acs L•o'ad Summary Tag,Description::. Load Type; Ref. Start End 100% 9001., 115% 160"/o 125% 1 Standard.Load Unf.,Area (lb/ft"2). L 00-00-00 31-09-12 40 10 16 2 wall C6rC. Lin.'(lb%ft) L 04-01-10 04-01-10 0 80. 16 3 ceiling Conc. Lin. (lb/ft) - L 04-01-10 .04-01-10 ,0 20 16 4 roof Conc.,Lin.'(lb/ft) 'L 04-01-10 04-01-10 45 90 16 5 wall' Conc, Lin. (lb/ft) L 29-08-02 29-08-02 0 80 16 6 ceiling' C'onc. Lin:(lb/ft) L 29-08-02' 29-08-02 0 20 16 7 roof Cone. Lin. (lb/ft) L 29-08-02 29-08-02 .30 60 16 Disclosure Controis'Su ffiinAlly_.: value'. %oAllowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,591 ft-Ibs 46.9% 100% 2 25-06-09 be verified by anyone who would rely on Neg..Moment =1 516 ft-lb"s 44.7% 100% 5 16-02-14 output as evidence of suitability for -End Reaction 591 Ibs" 55.66/o 100% 2 31-09-12 particular application.Output here based 0100% on building code-accepted design Int. Reaction 1 101ilb's •46.8/0 5 16.02-14 properties and analysis methods. End Shear` 577 Ibs 49.7% 1006/0 2 31-07-04 Installation of BOISE engineered wood Cont. Shear 625'`ll s° " 53'.9% 100% 5 16-04-10 products must be in accordance with Total Load Defl. U738'(0:25'1.") '32.5% n/a 2, 24-06-13 current Installation Guide and applicable Live Load Defl U1,010 (0:18 o building codes.To obtain Installation Guide3.) 47.5/o n/a 25 24-05-00 or ask questions,please call Total Neg. Defl., L'/999.(-0.037"). n/a n/a 2 12-03-09 (800)232-0788 before installation.\n\nBC M6z Defl: 0:251" 25.1% n/a 2, 24-06-13 CALCO,BC FRAMER@,AJSTM, Span/Deptfi ;' 19.5 n/a n/a 0 00-00-00 ALLJOISTO,BC RIM BOARDTM,BCI@, BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM %Allow %Allow PLUSO,VERSA-RIM@, Bearing Supports Dim.(L x W)', , Value Support Member Material VERSA-STRAND@,VERSA-STUD@ are BO Wall/Plate 2-1/2"x 2-1/2" 280 Ibs n/a 26.3% Unspecified trademarks of Boise Cascade Wood B1 Beam 3-1/2"x 2-1/2" 744 ibs 11.3% 31.6% Versa-Lam 1.7 Products L.L.C. B2 Beam 3-1/2'z 2.112" 1,101 Ibs 16.8% 46.8% Versa-Lam 1.7 B3 Wall/Plate: 2-1/2"x2-1/2" 591 Ibs n/a 55.6% Unspecified BolseCasedde Single 9-1/2" AJS® 20 Joist\J06 Dry 1 3 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALOD'D'esigh'Report- US 16 OCS I Non-Repetitive I Glued &nailed construction Build 2627 File Name` Bogert calcs Job Name: Bogert'Residenae Description: Designs\J06 Address: 160 Tern'Lane Specifier: City, State, Zip: Centerville, MA' Designer: BC Custo'iner: Chuck Paltsios Company: Shepleys Code reports: ESR-1144. „ Misc: Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/4S0) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service.Con'dition: - Deflections less than 1/8"W&e ignored in the results: 7 f Page 2-of 2 Boise Cascade Single 9-1/2" AJS® 20 . Joist\J07 Dry 2 spans I No cantilevers 0/12 slope Friday, December 13, 2013 BC CAL'C®Design Report-US 1'6 OCS Non-Repetitive Glued &nailed construction Build 2627 File Name: Bogert calcs Job Name: Bogert Residence. Description: Designs\J07 Address: 160 Terh'La'ne` Specifier: City; State; Zip: Centerville, MA Designer: BC Customer: Chuck Paltsios Company: Shepleys Code reports: ESR-1144. Misc: 7 5 I v _ t { .. 06=01=10 15-06-14 BO B1 - B2 Total Horizontal Product Length=21-08-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live _. Dead Snow Wind Roof Live BO, 2-1/2' 1577 174 0/23 0/9 B 1,'3-1/2" 827 f 0 256/0 23/0 B2,.2=1/2" 352/4, 230/0 66/0 Live Dead Snow Wind 'Roof Live OCs Load Summa'iy' Tag Descciption Load TW!p Ref., Start . End . 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 21-08-08 40 10 16 5 wall Con'c Lin. (Iti/ft) L 19-06-04 _'19-06-04 0 80 16' 6 ceiling.;7 Cont. Lin'. (lb/ft) L 19-06-04 19-06-04 0 20 16 7 roof Conc"Lin._(Ib/ft) L 19-06-04 19-06-04 30 ` 60 16 ContrOlsSumm`a Value ;' %Allowable, Duration . Case. Location IOSUre Disc Completeness and accuracy of input must+ Pos, Moment _ 1,545 ft-Ibs 45.5% 100% 3 15-06-15- be verified by anyone who would rely on Keg` Moment. '' -1;493 ft=Ibs 44/6 ? 100% 1 06-01-10 output as evidence of suitability for End Reaction . 582 Ibs 5'4.7% 100% 3 21-08-08 particular application.Output here based on building code-accepted design Int. Reaction 1;083 Ibs•` ' 46:1'% 100% 1 . 06-01-10 properties and analysis methods. End Shear 568 lbs-' 48.9% 1000/0 3 21-06.00 Installation of BOISE engineered wood Cont: Shear 624 Ibs. 53.86/. 100% 1 06-03-06 products must be in accordance with Uplift 1'97`Ibs n/a ' 100% 3 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide Total Load Defl. U770 (l).24") 31.2% n/a 3 14-06-11 or ask questions,please call Live Load Defl. U1,069(0.173') 44.96/6 n/a 10 14-04-14 (800)232-0788 before installation.\n\nBC Total Ne'g. DO. U999 (-0:018,,) n/a n/a 3 03-08-00 CALCO,BC FRAMER®,AJSTM' Mak DO. S 0. BOISE GLULAMT"'24,, ti 24% n/a 3 14-06-11 ALLJOISTO,BC RIM BOARDT"' BCI®, r SIMPLE FRAMING Span/Depth 49.5 ` H- : • n/a n/a 0 00-00-00 SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, .. < %Allow %Allow VERSA-STRAND®,VERSA-STUD®are Bearing Supports Dim;`(L" W>:_ . Value Support Member Material trademarks of Boise Cascade Wood __ BO V1/911/Plate 2-1/2".x 2-V2" -.197 Ibs n/a 18.6% Unspecified Products L.L.C. B1 Beam " ` 3=1/2"x 211&' 1,083 Ibs 16.5% 46.1% Versa-Lam 1.7 B2 Wall/Plate 2-1/2"x 2-1/2" 582 Ibs n/a 54.7% Unspecified Cautions 4 Uplift of-197 Ib's found at span 1 -Left. Page 1 of 2 Boise Cascade, Single 9-1/2" AJS® 20 Joist\J07 Dry 12 span's I No cantilevers 1 0/12 slope ' Friday, December 13, 2013 BC CALCO Design Report- US 16 OCS Non-Repetitive I Glued & nailed construction Build 2627 File Name: Bogert talcs Job Name: Bogert Residence Description: Designs\J07 Address: 160 Tern Lane Specifier: City,State, Zip: Centerville, MA Designer: BC Customer: Chuck Paltsios Company: Shepleys Code'reports: ESR-1144 Misc: Notes Design meets Code_minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live joad deflection criteria. Design meets arbitrary(1") Maximum total iload deflection criteria. Calculations assume Member is Fully.Braced. Composite El value based on 23/32".thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8":were ignored in the result's. R , x a Page 2 of 2 Boise Cascade Single 9-1/2" AJS® 20 Joist\J08 Dry 12 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALCO Design Report='US` „ 16 O.CS'j Non-Repetitive Glued &nailed construction Build 2627 File Name: Bogert calcs Job Name: Bogen Residence Description: Designs\J08 Address: 160 Tern Lane Specifier: City;State;Zip:Centerville,MA Designer: 8G Customer: Chuck Paltsids Company: Shepleys Code reports: ESR-1144 Misc: 4 3 . . 2 1 tea, 'Al 2- 06-01-00 13-06-14 80 131 B2 w _ Total Horizontal Product Length= 19-07-14 keaction`Summary(Down/'Uplift),(ibs') Beari'ng..._ . :.Live - -Dead Snow Wind Roof Live BO, 2-112" . 155/ 143 , 0'/36 0/49 . B1, 3-112" 761./0 ,, 30510 142/0 B2;2-1/2 439/.,5` : 420/0. 387/0 Live 'Dead Snow Wind Roof Live OCS Load Summary Tag D'esc'ripfion; Load,Typb .' Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L -00-00=00 19-07-14 40 10 16 2 wall Conc. Lin. (I6/ft) 'L 17=06-04 17-06-04 0 80 16" 3 attic Conc. Lin.;(Ib%ft) L 17-06-04 17-06-04 12'0 '60 16 . 4 roof Con'c:'Lih:'(Ib/ft)' L .17-06-04 17-06-04 180 360 16 Disclosure Controls Summary Value %°Allowable Duration Case Location Completeness and accuracy'of input must Pos. Moment, 1',952 ft-Ibs 50% 115% 7 17-01-12 be verified by anyone who would rely on Neg. Moment 1,374 ft1bs •40.5% 100% 1 06-01-00 output as evidence of suitability for End Reaction 1;o4b ib's 85.1% 115% 7 19-07-14 particular application.Output here based on building code-accepted design Int; Reaction 1,0616 Ibs 45.4% 100% 1 06-01-00 properties and analysis methods. E'nd'Shear 1,029,lbs - 77.1% 115% 7 19-05-06 Installation of BOISE engineered wood- Coat. Shear 627"Ibs '54..1%. 100% 1 06-02-12 products must be in accordance with Uplift -180 Ibs n/a 115% 7 00-00-00 current Installation Guide and applicable Total Load Defl. °L/764'(0.211''). 31'4%' n/a 7 . 13=11-12 building codes.To obtain Installation Guideor ask questions,please call Live Load'Defl. L/1,189 (0.136') 40.4% n/a 14 13=10-02 (800)232-0788 before installation.\n\nBC Total Neg. Defl: L/999;(-0.016"), - n/a n/a 7 03-07-10 CALCO,BC FRAMER@,AJStm, Max Defl. 0:211". 21'.1%' r n'/a 7 13-11=12 ALLJOISTO,BC RIM BOARDTM BCIO, BOISE GLULAMTA° SIMPLE FRAMING Span/Depth 17' _ n/a' n/a .0 00-00-00 SYSTEMO,VERSA-LAMO,VERSA-RIM ' PLUS@,VERSA-RIMO, %Allow %Allow VERSA-STRANDO,VERSA-STUD@ are B`eariri'ot Ltoports. Dims"(E:x W).. Value Support - Member Material trademarks of Boise Cascade Wood BO Wall/Plate 271/2"z 2=1/2" -179 Ibs n/a 16.8% Unspecified Products L.L.C. B1 Beam 3-1/2"x 2-1/2' 1 066`lbs 16.2% 45.4% Versa-Lam 1.7 82 Wail/Plate 2-1/2"x 2-1/2" 1,040 Ibs n/a 85.1'% Unspecified Cautions Uplift of-18D Ibs found at span 1 Left. Web stiffeners are always required under concentrated loads that exceed 1,000 lbs. Install the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate bearings. TBoise Cafstade Single 9-1/2" AJS® 20 Joist\J08 Dry 12 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC GAL'C®Design'Report US 16 OCS I Non-Repetitive I Glued&nailed construction Build 2t2. 7 File Name: Bogert calcs Job Name: Bogert Residence Description: Designs\J08 Address:' 160'Tern Lane Specifier. . City, State,Zip: Centerville; MA Designer: BC Customer: Chuck Paltsio's Company: Shepleys Code reports: E-SR-1144 Misc: Notes Design meets Code minimum (U240)TdW load deflection criteria. Design meets User specified`(U480) Live load deflection criteria. Design meets arbitrary(1") Mazimum'total load deflection criteria. Calculations assume Member-is Fully-86ced. Composite El value based on 23/32"thick OSB'sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 2 of 2 Boise Cascade Single 9-1/2" AJS® 20 Joist\J09 Dry] 1 span i No cantilevers i 0/12 slope Friday, December 13, 2013 BC CALCO Design Report- US 16 OCS I Non-Repetitive Glued &nailed construction Build,2627 File Name: Bogert talcs Job Name: Bogert Reside'n'ce Description: Designs\J09 Address: 160 Tern Lane Specifier: City, State, Zip: Centerville, MA Designer: BC Customer: Chuck Paltsios Company: Shepleys Code reports: E'SR-1144 Misc: 4. '. 3' 2 =. ,.. 16-01-02 BO 61 Total Horizontal Product Length=16-01-02 Reaction Summary (Down./Uplift) (ibs p Bearing" Live Dead Snow' , ,. Wind Roof Live. 130, 2-1/2" 429/0 252/0 90/0 B"1, 2-1/Z' 429/0 156/0 30/0 Live Dead Snow Wind Roof Live OCS Load Summary` Tag Description_ Load Type° Ref. Start End 100% .90% 115% 160% 1250/6 1 Standard Load Unf. Area (it)M'2) L 00-00-00 16-01-02 40 10 16 2 wall Conc. Lin. (Ib/ft) L 04-01=10 04-01-10 0 80 16 3 ceiling Conc.Lin. (lb/ft). L 04-01-10 04-01-10 0 20 16 4 roof Conc. Lin.`(Ib/ft) L 04-01-10 .04-01-10 45 90 16 Disclosure GO`ntr6I9.S6m04y Value %Allowable Duration Case. Location Completeness and accuracy of input must Pos. Moment 2,494 ftdbs 73.2% 100% 1 . 07-03.13 be verified by anyone who would rely on End Reaction 661 ibs 64.1%' 100% 1 00-00-00 output as evidence of suitability for End Shear 667 Ills ' 57.5% 100% . 1 00-02-08, particular application.Output here based ° on building code-accepted design Total Load Defl. U434 (0.437 ) . _ 55.4/o n/a 1 67-10-06' properties and analysis methods. Live Load Defl. L/652 (0.291"). 78.7% n/a 4 08-00-09 Installation of BOISE engineered wood Max Defl. 0.437" 43.7% n/a 1 07-10-05 products must be in accordance with Span/Depth 20 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)M-0788 before installation.\n\nBC Beaelho Supports Dim.(L kW) Value Support Member Material CALCO,BC FRAMER®.,AJSTM, BO Wall/Plate 2-1/2"x•2=VT 681 Ibs n/a 64.1% Unspecified ALLJOIST@,BC RIM BOARD TM BCI@, B1 Wall/Plate- 2.1/2"'x 2-1/2"' 585 Ikis n/a 551%' Unspecified BOISE GLULAM ,SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUDS are Design meets Code minimum L/240 Total load"deflectioncriteria. trademarks of Boise Cascade Wood g ( )Design meets User specified (L/480) Live load deflection criteria. Products L.L.C. Design meets arbitrary (1") Maximum:total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of"1 �BolSecas�aae Single 9-1/2" AJS® 20 Joist\J10 Dry 12 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALL Design Report- US 16 OCS 'Non-Repetitive I Glued &nailed construction Build 2627 File Name: Bogert calcs Job Name: Bogert Residence Description: Designs\J10 Address: 160 Tern Lane Specifier: City, State; Zip: Centerville,,MA ' Designer: BC Customer: Chuck Paltsios: Company: Shepleys Code-reports: ESR-1144 Misc: � a 5 2 TV 3.LXJ 16-02-14 13-06-14 BO B1 B2 Total Horizontal Product Length=29-09-12 Reaction Summary(Down /Upl'ift) (Ibs) Bearing Live Dead Snow '.Wind Roof Live BO,2-1/2" 381 /37 209/0 77/0 B1, 3-1/2" 1;015/0 407/0 145/0 B2, 2=1/2" 458/67, 401 /0 389/0 Live Dead Snow Wind Roof Live Y OCS Load Summary, Tag Description, Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft"2) L 00-00-00 29-09-12 40 10 16 2 wall Cont. Lin. (Ib/ft) L 27-08-02 27-08-02 0 80 16 3 attic Conc.-Lin. (Ib/ft) L 27-08-02 27-08-02 120 60 16 41 roof Cone. Lin. (ib/ft) L 27-08-02 27-08-02 180 360 16 5 Wall Cone. Lin. (lb/ft) L 04-01-10 04-01-10 0 80 16 6 ceiling Cone: Lin. (lb/ft) L 04=01-10 04-01-10 0 20 16 7 roof Conc. Lih:(lb/ft) " L 04-01-10 04-01-10 45 ' 90 16 Disclosure Controls Summary, Value,- %Allowable Duration Case Location, Completeness and accuracy of input must Pos. Moment 1,895 ft-lbs 55.8% 100% 2 05-11-04 be verified by anyone who would rely on Neg. Moment' -2;225 fWbs 65.5% 100% 1 16=02-14 output as evidence of suitability for End Reaction 1,036,lbs 84.8% 115% 12 29-09-12 particular application.Output here based on building code-accepted design Int. Reaction 1,423 lbs'. , _ 60.5% 100% 1 16-02-14 properties and analysis methods: End'Shear 1,025'lbs 76'.8%0 115% 12 29-07`-04 Installation of BOISE engineered wood Cont. Shear 713 lbs 61.5% 100% 1 16-01=02 products must be in accordance with Total Load Defl. L/622 (0.311") -38.66/. n/a 2 07-04-04 current Installation Guide and applicable Live Load D'efl. L%861 (0.224") 55.8% n/a 17 07-09-05' building codes.To obtain Installation Guide, ' or ask questions,please call Total Neg. Deft L/999(-0-:03") n/a n/a 2 19-03-10 (800)232-0788 before installation.\n\nBC Max DO. 0.31;1" 31.1%. n/a 2 07-64-04 CALC@,BC FRAMERS,AJSTM, Span/Depth 20.3 n/a n/a 0 00-00-00 ALLJOIST@,BC RIM BOARDTM'BCI@, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM %Allow %Allow PLUS®,VERSA-RIM@, Bearing Supports Dim:(L x W) Value Support Member Material VERSA-STRANDS,VERSA-STUD@ are BO Wall/Plate 2-1/2"•x 2-1/2" v590 lbs n/a 55.5% Unspecified trademarks of Boise Cascade Wood B1 •.`` Beam 3-1/2".x 2 1/2" 1,423-1bs 21.7% 60.5% Versa-Lam 1.7 Products L.L.C. B2 Wall/Plate, 2-1/2"sx 2=1/21 , 1,036 lbs n/a 84.8% Unspecified Cautions Web stiffeners aee,always required under concentrated loads that exceed 1,000 lbs. Install the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate bearings. ° • F - Boise cascade Single 9-1/2" AJS® 20 . JoistW10 Dry 12 spans I No cantilevers 1 0/12 slope Friday, December 13, 2013 BC CALCO Design Report- US 16 OCS I Non-Repetitive Glued &nailed construction Build 262-7 File Name: Bogert calcs Job Name: Bogert Residence Description: Designs\J10 Address: 160 Tern.Lane Specifier: City, State;Zip: Centerville, MA Designer: BC "Custom'er: Chuck Paltsios Company: Shepleys Code reports: ESR=1144 Misc: Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume'Member is Fully Braced. Composite El value based on 23/32",thick OSB sheathing glued and nailed to member. Design based on'Dry Service Condition..' Deflections less than 1/8".were ign'ored'in the results. Page 2 of 2 ; MA69ACHUSI WE, SARA ANN McCOLE, of 1348 Quincy Shore qVG ve 9Qui 9?%ssachuaetts and EVELYN A. MCPEAKE, Of 18 Thames Way, Madison, Connecticut, X161bKtjxiK4afYstlbif beinga»marfled,for consideration paid,and in full consideration of Three Hundred Nineteen Thousand One Hundred Fifty and no/100 ($319,150.00) DOLLARS grant to # WILLIAM B. BOGERT AND NATALIE BOGERT, Husband and Wife, as of 78 Alcott Road, Mahwah, New Jersey Tenants by the Entirety, with quitrlatw raaenaue iDeudption sod encambcsncer.If any) Two parcels of land in Centerville, (Barnstable), Barnstable County, Massachusetts, with the buildings thereon, separately bounded and described as follows: PARCEL I: The land in said Centerville being shown as Lot 32 on a Plan entitled "Subdivision of Land in Centerville-Barnstable, Massachusetts property of Wequaquet Trust, July 1949, Nickerson & Berger, Civil Engineers", recorded with Barnstable Registry of Deeds in Plan Book 88, Page 13, bounded and described as follows: rNi WESTERLY by a private way, 74.67 feet; N NORTHERLY by land marked "Reserved for Common Beach" on said Plan, 0 100 feet, more or less; EASTERLY by waters of Wequaquet Lake on said Plan, 123 feet more or less; and ai SOUTHWESTERLY by Lot 31 on said P1an,. 140 feet more or less. The premises are conveyed together with the right to use the ways as shown on said Plan in common with all others now or hereafter entitled thereto W for such uses as ways are commonly used. W The above described premises are conveyed subject to the following restric- tions imposed for the benefit of the remaining land of Joseph B. Daggett ai et al Trustees: c a 1. That no overnight camps, trailers, Quonset huts, steel or iron garages•- a shall be placed upon the above described premises; and H 2. Said premises shall not be subdivided. The above described premises are conveyed together with the right to use ` the pole and pole lines over Lot 31 as shown on said Plan for the trans- mission of electricity and telephone lines in common with others who are 0 now or may hereinafter be entitled thereto. a w 'd The premises are conveyed subject to a Taking for the layout of Tern Lane �. d as a Town Way as more particularly set forth in Instrument recorded with y, said Deeds, Book 1035, Page 569. a.� $4 O PARCEL II: a A parcel of land situated on Wequaquet Lake, so called, and being a small parcel 35 feet in width and North of and adjoining the above mentioned Lot 32 as shown on said Plan recorded with said Deeds in Plan Book 88, Page 13, f bounded and described as follows: SOUTHERLY by Lot 32 as shown on said Plan, 100 feet more or less; EASTERLY by the waters of Wequaquet Lake on said Plan, about 35.00 feet; NORTHERLY by land now or formerly of Joseph R. Daggett and A. Harold Castonguay, Trustees, 100 feet more or less; and WESTERLY by a Way on said Plan, about 35 feet. Meaning and intending to convey, and hereby conveying; the same premises conveyed to us by deed dated September 13, 1991, and September 20, 1991, recorded.-,with said Deeds in Book 7692, Page 025. t (*hWividud—Joint Tenants—Tenants in Common.) BK 12346 PG 127 484SS Witness my hand and seal this day of 1999• SARA ANN McCOLE Witness my hand and seal this Sit day of 7 VAII 1999. EIVELYN McPEAKE ZIP (CMI81p M8ITiII 1t llllr"k4l"Oft Suffolk 'T�,�j C— 99. . . es. ..............................19........ Then personalty appeared the above-named........�AXA.,AX1n-..MQCQ1q....................................................... and ackaowkdged the foregoing instrument to be........her.......free act and deed,before me ..�Gtn^'�e® .......... 12-02-2005 David C. Cam bell -� my onw sigh ........................................................ 19...... - : STATE OF CONNECTICUT State of Connectipput County of 1999. Then personally appeared the above named Evelyn A. McPeake and acknowledged the foregoing instrument to be her free act and deed, before me, Notary Public ROBERT Nid AI�tQ NOTARY PUBLIC My Commission EftWINVON EVIRIS FEB.2g.2W9 ' frh.Aga.tW r sae•sart d tw ssse..�e raw a e.,.00resl , EXTRACT FROM CHAPTER 302. SECTION S, ACTS OF 1912. Every deed in substance In the above form when duly executed shall have the Faroe and effect of a deed in tee simple to the grantee, big heirs and.assigns to his and their own use, with covenants aP the lrrt of the greater for himself,his heirs,executors,administrators and succomme,with the grantee,his heirs,aneoewon and aulgos,that at the time of the delivery of such deed the premises were tree from all encumbrances made by him sad that he will,and his heirs,executors and administrator shall warrant and defend the same to the grantee and his helm and assigns forever against the lawful claims and demands of all peraora claiming by,through or under the greater,but splast Pone other. D .T?J . BARNSTAOLF.COUNTY CIA � R1 REGISTRY OF DEEDS A TRUE COPY,ATTEST BARNSTABLE REGISTRY OF DEEDS � - �' ° ° JOHN F.MEADE,REGISTER µ v p, ih [)ec, 10. ' 20 1,3 12:03NM No. 5641 °. 1'2 AGUKU,,, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDlWYY) 12/10/2013 .THI' t: RTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS ,C4 TIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les►must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). _ PRODUCER NAME: _ Southeastern Insurance Agency, Inc. HONE-508.997.6061 508.990.2731 ---- --—L( �°�---------439 State Rd. AIC No ExtL—€MAIL'-- ---------- ADDRESS: P.O. Box 79398 RaDu� -`------- — --- . ---- ---- CUSTOMER _ North Dartmouth, MA 02747 -- _ --_ _---- NSURER(S)AFFORDINGCOVERAGE NAIC0. = i INSURED INSURER A__ Merchants Insurance Group . — --- Hickey Construction Co Inc - aNational �-^ Insurance Group ---- _...-- —_... ------- —I 30 Rosary Lane Unit C -INSURER B: Utic wsuaERc: ------ � Hyannis, MA 02601 INsuRERD: ------ - -_ --- I INSURER E_---- ---- - _-- INSURER F• COVERAGES CERTIFICATE NUMBER: 2013 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS_S_HOWN MAY HAVE-BEEN REDUCED BY PAID CLAIMS. LrR TYPE OF INSURANCE •---rNSR pg� INSR l WVD POLICY NUMBER y tMNVDO. MWOO LIMITS GENERAL LIABILITY CMP91S2477 04/09/2013 04/09/2014 =ACH OCCURRENCE $ 1,000,000 i X COMtdERCIA_GENERAL LIABILITY I I �i'MAGF'U NT"i _ �kEn1!:xS;Ea occurrence' $ 100,000 CLAItdS-Pf.ACE /�1 OCCUr:. i I -- '" v1F. ,F%cP;,Any ono p,rsnn) $ 5,000 A --� -------_---_,-- I I �ER-sONAL 8 ADV INJLRY $ —1,000,000 L✓I I �ENERALAGGREGATE. - -$ 2,000,000 I GENT AGGREGAT=LIMITAPPLIESPER: - I I. ' i 413DUCTS-COMP/OP AGE $ 2,000 Q00 I r I �CLIC'f f jE T I^i CX, —. }-- —= AUTOMOBILE LIABILITY I ^CONdWED JN>L--I INIT I ' ANY AUTO " Ea I I 9 _0^NNED AUTOS 3D1_'e(INJURY(Per person; $ --- -I. I I — 3CUI_f INJILRV iF'sr scni,lert) $ SCHEDULED AUTOS _ I -ROPERT-'DAMAGE $ •APED AU<? 'Per accident) VCN-JVJN=C AUTOS — UMBRELLA UABaCH CCQURRENC.F $ EXCESS LIAR —r— AIIActd.4CE I` SrGRECA,TE _ JEDUCTIELE -� 1-WORKERS COMP ENSAnoN 4498877 01/1912013 01/1912014 `jTH-I AND EMPLOYERS'LIABILITY YIN I I T'RY IM TS I ER I — I B ANY PRGPRIETOR'PAR-NER,EXECUTtVE (—lI NIA I I I E.L.EAC-.HACC:DENT $ 1,000,000 . OFFICER/MEMBEF EXCU-CED I f (Mandatory In NH) DISEASE-EA F.MFi-OYE- $ 1,OOO,OO If ves descnte under - -- ----�------------ DESCRPTION OF DFEPATIQ4S bebwE.L.DISEASE-POLI Y LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 10.1,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION FAX: 508.771.1410� ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN R. ACCORDANCE WITH THE POLICY PROVISIONS. , C. Paltsios Building 8r Remodeling AUTHORIEDREPRESENTAT.VE 183 Long View Drive Ce terville, MA 02632• Joanne Bretton O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD r /hr. 10, 2013 11„?5,'Phi N0, 5641 P 2!2 ' Lr�Jl1�UA AGENCY CUSTOMER ID: --_---------____-- _ -- �_ 5 a r ' LOC# ------- — , �` ADDITIONAL REMARKS SCHEDULE Page of I AGENC -- I NAMED INSURED - } Southeastern Insurance Agency, Inc Hickey Construction Co Inc F------ ------------ --- -- — -I ;Hyannis MA 02601 POLICY NUMBER " CARRIER - NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORMTITLE: ACORD Certificate of-'LiabilityInsurance (Garage Liability t INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION' - LTR INSRD * POLICY NUMBER . CATE;MMIDDM) DATE(MMIDWY): LIMITS I - ALIrC i'�!,Y-EA ACCIDEN 'g ' s AVY AUTO ` - . 9 JTHER'FWnJ En C,.. $ • - • .i CUIILY AGG Automobile Liability ` INSRADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD POLICY NUMBER + - DATE(MMIDWY)• DATE(MMIDDfYY) !Excess/Umbrella Liability �• 1114SRADD1 i + POLICY EFFECTIVE POLICY EXPIRATION I LTR INSRD POLICY NUMBER DATE(MMIDOrN DATE(MMIDDIYY) p LIMITS Other Liability INSR POLICY EFFECTIVE POLICY EXPIRATION LTR POLICY NUMBER - DATE;MMIDWY) DATE(MMIDDiYY) r LIMITS,,, ACORD 101(2006101) Co-2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD '3/12/2013 01 :24 (UTC/GMT) National Grid pale , 1 ' nationalgrid ` December 23,2013 ` Ton Charles P:�ltsios Re: 160 Tern Lane F This letter is to notify you that after our investigation it has been determined that there is , No Gas service @ 160 Tern Lane,Centerville,M.A. Stubbed Won Property on 5/11/13. If you have any questions please feel free to contact me at 78 l-907-2926 Sincerely p '000� • David.Bregoli GAS CUSTOMER FULFILLMENT National Grid 40 Sylvan Rd Waltham,Ma 02451 r 781-907-2928 , _ O.i3 NsTOit Way w £l6CrAfC Y/esbr�fi,k+a>sa•�n,sei�eeruen C-4 OAS c Oeo-�mb ar 5,2013 ' ,Cr-1' -• s Or) . - William Bogart - z Natalie Bsxge.-t 78 Aroott Rd. Matmah, NJ 0743.3 RE:100 Tern Lane Dear Natalia Bogert At NSTAR,ivehe Gammitted to delivering great service. xg 7h's IeUer serves as confirmation that,as of Decernbe 5th,the dsc'ric serv�oe to 983 Te,n Lane,has been removed. r y Based on this information,there is noaeledric paeverat tHR address and you n-►ay � - proceed with the demolition. If you have ar y questions,please eontacl me at'888• ' 533-379T. _ Slncerell§', Audrey Aldo slew Customer Connects - is 2 i r I •. TOWN OF BARNSTABLE BUILDING DEPARTMENT swab TOWN OFFICE BUILDING ru& i619. HYANNIS, MASS. 02601 'fie cur� MEMO TO: Town Clerk UU FROM: Building Department DATE: C/,2/� An Occupancy Permit has been issued for the building authorized by BuildingPermit $ ......_._. .4?.d.. >_ . .._....... ...................................................................................... ._...... _ .. . ._ issuedto .......�. �?...�. `� :.............�! .!.. .......................................................................................... .._. Please release the performance bond. C BUILDING PERMIT NO. ASSESSORS PARCEL NO. COATI\'UATION OF ROAD BOND The undersigned ow;ier/contractor hereby a,ree to maintain their road bond is force until the following wor'Citems are completed to the satisfaction of the E ngineer'_:.g Section of the Department of Public wor'_�s: loan and seed shoulders as soon as weather peTits: of er (e_�lain) LOCAT_O:;: (Xvrs (print na=e ) c :G:'NE:7 - ,G AC�EO: "TION THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M ^ACC DATA s5'r , < .nL' , MASSACHUSEITTS ti WING 't � _a^E � �� ,car!s�.t �y F a •• s .•"E?n'I( 1 '---r.-__ v.: :._:ii;C:i (=) STORY >"l.e.. ._ A: w1J _L Lit i.7_� ,..NUMBER OF DWELLING UNITS ;.•I IMPROVE MEN�TI)J NO. (PROPOSED USE) A 77 �.:5-:9^ itiJ t� 1 ..3 8 G. ...r� .�ii V. �'�.L... Lc�.„�:t� L .:1.r._. � 'ZONING 41 r, `ti', 1J4; (STREET) �.DSISTRICTj____..___ HC'WE.EN -•------- AND .. > (CROSS STREET) (CROSS STREET) ---�--- LOT SUHu�'v IS iON LOT BLOCK SIZE Fah;L.OING IS TO BE ........ FT. WIDE BY FT. LONG BY_ FT. IN HEIGHT AND SHALL CONFORM IN C'1 r;g-;;4.;T:�N TO TYPE �..._ USE GROUP BASEMENT WALLS OR FOUNDATION - C (TYPE) — �_--_— AREA Ot .• - U !_1?," VOLUM,_ -- •--- --- ESTIMATED COST ll r U FEE PERMIT (CUBIC/SQUARE FEET) -- - -- . ,� .ivt51 - 1'!`,.:c..i.: 1'i�,�'...:L.,a .:.:�: BUILDING DEPT. A O C R E S 5..'-------' / J BY ... ' R'!Al C N —'I NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMFC7 PFF:MAN17NTLY Er CF,�DACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE I.e,,. I-'-PR0 F Y e R151DICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY EF - TPOV 7;,E: ^Frnfo TMt;"IT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE :.C'•F.I_+? .` A+a` c.P^'_ICAfi;.t' 5;UBDIVISION RESTRICTIONS. - N4SF F'N4 OF *.Q'-" CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE g v�•r — ALL CQ-57q s'P vU:F?Er7 FOR PERMITS ARE REQUIF:1".C' ALL coNST F:uc�;c>v WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBIN. ' -,.N r, P. F,uNDAT;e:vS ^F? FciOnNGs. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLr.- i.'.- z Pp-- TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL P? NA FN5!FEA TO LATH 3. {I!:hL(h SPEC TIOh BEFOREE FINAL INSPECTION HAS BEEN MADE. - _ -_-_ PAST THIS CARD SO IT IS VISIBLE FROM STREET )iUr.DING_I v PFION APPROVA3S PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVP ills HEATING INSPECTION APPROVALS I ' ENGINEERING DEPARTMEPfl All(A 17 .. .. .,. ° til •,/ /{ / l�i� � BO�,Bq OF HEALTH `)'Ht` ---5--� v SITE PLAN REVIEW APPROVAL 0 — irk i.! )UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON TH1 %RIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPH. .' )r+- "'•' PERMIT IS ISSUED AS NOTED ABOVE, NOTIFICATION. `... �o�- ►^ems- �,t� 1�S4 u; �- 1 _ . �" -� 6/1 �7 15-2- Assessor's office(1st Floor): p /1 // Assessor's map and lot number 1�J a "� V n S �� +a 5 d+fd p�tW o�THE to Board of Health(3rd floor): INSTALLED'N ®MI� Iat Sewage Permit number WITH TITLE 5 Engineering Department(3rd floor): ,1 �� ENWRONMENTAL CODE AN House number `l2U �'(°51�b�, t �;i.,43U,A1 AI �or�v.6\��' Definitive Plan Approved by Planning Board _�� L4- 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BAR.NSTABLE °t BUILDING IHSPECTO�T�albleConservaon APPLICATION FOR PERMIT TO (jiL TYPE OF CONSTRUCTION woob 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Ada T 3 9- a 3 2- Proposed Use �!N �P G,-'2 s L //V^, P Zoning District - J Fire District G'7—• ,o 604S -7-- kIW4 Name of Owners • `1 7- Address ` Name of Builder VA7I - " `" — a r'�c Address C Name of Architect Address Number of Rooms Foundation Exterior d�2 -S�'ti9�¢ Roofing 's�947- Floors �j9�O�Cua�✓d Interior -2��V44-'e le-L Heating !��L Plumbing C17 / Fireplace RerC1 Approximate Cost `ioO�oo� Area ,C Diagram of Lot and Building with Dimensions Fee Bo C- ,q�,5 J J� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. \T Name ®ca7o VO3 Construction Supervisor's License ANTICO, LOUIS J. r' No 36083 Permit For TWO STORY Single Family Dwelling ti ' Lot 3 Location # 8 & 39 , 160 Tern -Lane Centerville 1 Owner' Louis J. Antico Type of Construction Frame r r f. Plot - Lot 2a Permit.Granted August 9, _ " q 93 �`ip1p� s Date of Inspection 19 , Date Completed « �� 19 /�,%71Ci4/,c3 `,�, r UESI_l�►v� DATA - l�4�t,E FAM Et-Y 3 T3EDP-0ts I $ j Sl� j' ,.� j A -�- � -i��'� GA r3AG E �G fzi►Jv�'2 -. T ,� i : F I : : � � . _0 ��i11 I ID r L— T C I Ti F r,. j A6 4i1�G C TIOW IMP ACATOP I si ' sF : �aK,. t T 1 L.A , r—� JI �PCKL.(J�l��'�\'t KJ�� '�1�1�{C�►l��I/�..�J� ? �_. t t,. .�� r q a. i ,� •... j - __.._ .... _ 4_. OF A1-71 PMR � -- - -- - - - �. SU:1LiVAN : t i , o �J733 � �' I � --�IS��-r � _ �• +♦!'Oj�� -.- -, �s far �� .� I r t ` I .. .I I i i 1 1 j .,. 9 I t"7tif'.,}7, - _ I � I i ITT j { I t ' •. + I. I I S !: t ` f ! f I y •, , 'r = r �} ,_ .r,. . i I I `�; {� Imo_+.. �-' •I� -�,tz'•'�� -'417""' �ot✓'::�.�++; '.�� w r , } ,„ . - - , �►5T ��I_a jr , L6A ( _ r� �uv ' i =}Nv' I" �� SAL STdI�ELFASE-r 4 tj tl r i � 1+.h �._ ' ' T•.-__: i._. _:. _ S �j _ i , t_' i�Y 4 ' I I 4.:1tt f t F C�eT1 F I�I� -pLaT 1.7 LncTl ON III �D PLAN .Q_E •_r�, �.-_t��.�F_.- �_rNoVlt N NEt\1OM�t-yS :_W tT4 -{TE(E_ iJ% u1 77 ( u�eeMH �OF fiNE ToWtJ:�F �'i 8t,r V �1 �(L gLt p!o. QaD - l. 5 l.ocA7 u/IT I IJ�- I -A FOOD L1,4ZA� BAXTEz -Nye N _ � � ._ __. �lzo��SS►o'�A b .s 2v� ousw...... , pe0F�-SSiOl AL l-A�J '.�S; 90 BASED: Oa ai (NST)2 L s� E1�{'f' S ve1/E`� oS('E12 Vt C.L I� AAA6;,: A 0_- E7S olx Df Ito SIC 'u5 p Tv! { S' C-eTt- Li - a6.WA PANS . r -AA : j IJ T r tFcv ; �c1Tu2E Y..i� f } Am ui wig 1.� j # � t✓jai Oh' 3 t�_ <y ' ' _j + r y 3 a-3 y: .,. . _ r.7' 4 o iM04 N r 5 q� js a 201 A.9r=l. !.lo Ddt�ELL. 49,0 Fr ' r • -Y a P V , (!� a � 1 r 4 4 \ t TN.! S V-7N\t�� A491 h a14y._rap EZ'SZ•$� - � � " .. 44'I. _{{. 7TEZf LA r tl+ ' PETER S AN .T11ax?IOiB' fro;i1733 r . k.Y OLD 0 ci r { I } + COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY ONEA8NBORT N Fa3tarato possess aollirrsot MASSACHUSETTS idit�Y ,►NA al5i - c��al�,naabe�er L I N S E of rh/s lloansR:CAUTION EXPIRATION DATE CON$TR• PEVI<S0R' 02/24/1996 S75a3 EFFIMCTIVE DATE LIC-NO. FOR PF,01 ECYION AGAINST RESTRICTIONS THEN,PUT RIGHT THUMB HONE 06/30/1993 020403 PRINT IN APPROPRIATE L O UI S d ' ANTIC 0 � BOX ON LICENSE. 56 CHARLES RIVER RD E TOR $s 0 023-20w9038 WALTHAM MA 02154 LUD9 TO • fi,r' w�`NotWWd4NnLgIGNEA6Y6IGCwg AND GPACO"Y .b.� Y HEIGHT. "',1, �� +.� 1. sfAM►+Eo�oA.aiawi�ugcaR.saew►u,iuoabaea � �) xt 6 .1993 DOB: 02/24/1927 THIS DOCUMENT MUlt a „ SION NAME M PUI L�L t3NA�11 CAMIEDONTHEPEASONOF SIONATUReOFLICBNSa<B TWO ND{.DEA WHEN-IN. OTHCRO.WW++T►wMOw+I GAGED INTHIS OCCUPATION, MIOSIDNQR N 3g 3 . g F n o�v . SF 14o-& IL cE,eTi�iEa �,�oT n,�.a,v 7-1--%47- 7-1-I.6-- �. T/Oti1 LaC,4T/d�C/ ,� CENTE�Y/LL,� 4WN,yE,eEO.I/ -0,4I,dL YS WI;7V SC,q L 7-�/E-s'/OE.C/.c/� A,t/O SETBACfc ¢O OATE .2E.c'E.2EiC/CE- `.` e4z2 )STAB lZ •4tiv i s A0 - ZoTs 3B 39 ;COCA 72G-Z::, W17-,VI / -7'/V,,-,= .�.LoavPG4/.i! ,f3AXT.E,es�VYE /�t/C. ��-rtiis �,C�J.v/s.vo7-aQSEo av,4,t/ .eEG/_STE,eEO L.�v SU.eli�'Yar� BUILDING PE3`iIT I�'0. d DL_ ASSESSORS PARCEL N0. CONTINUATION OF ROAD BOND The undersigned owner:/contractor -hereby ag,ee to maintdi^n t:z:ei_r roads bord, i force unt;-' the folloWing,;.wor'• items ara completed to the sat:.szac ion of the Engineering Section or the Debartrle.it 'of Public worts:.} �• loan and seed shoulders as soon as weather pe=its: other (e_vplain) LOCnT_0.;: (^19 � '� �- ,,.._ (G.: - . (pr4.rt name ) .. Y Tl • F.7 t Y i 3' 1 r 7Y[>, TOWN OF BARNSTABLE 36083 PermitNo. ................ BUILDING DEPARTMENT I ""7z TOWN OFFICE BUILDING Cash •Ml , �� i679• X �raur� HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Louis J. Antico Address Lot #3 8 & 39, 160 Terri Lane Centerville, Mass. USE GROUP FIRE GRADING- OCCUPANCY LOAD THIS PERMIT.WILL..NOT BE.VALID, AND THE BUILDING. SHALT:,-NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING'INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF'THE:MASSA,CHUSETTS STATE BUILDING CODE. November 19, 93 ................ 19................. ---`-` Building;Inspector , NUTTER,McCLENNEN & FISH ROUTE 28-1185 FALMOUTH ROAD P.O.BOX 1630 HYANNIS,MASSACHUSETTS 02601 TELEPHONE:508 790-5400 FACSIMILE:508 771-8079 DIRECT DIAL NUMBER: June 19 , 1992 Joseph Daluz, Building Inspector Town of Barnstable Barnstable Town Hall Main Street Hyannis, Massachusetts 02601 RE: Lot 18, Tern Lane, Centerville, MA Dear Joe: Please be advised that research at the Barnstable County Registry of Deeds shows that the above referenced property was granted to the current owner, Doris L. Klay on September 23, 1960 . The only parcel abutting the subject property has at all times been held in separate ownership. See copy of deed of present owners enclosed herewith. Fllarflr�ic`k truly yours, r '7�. Butner PMB/ka Enclosures 5694R BOSTON,MASSACHUSETTS COUNSEL:AMSTERDAM•LONDON•TOKYO b. a.77 o venspt smd agrer+8 that so.waKae u;l.poot 8o pg laid aototfoc >S!h �x ;perJyr(rptiiatona of�fht;tr'pti0iial0u�lt>� , eo'lwtll�poEtlte or flk,ffprtazeperdaa�l~. Ibc tsa3 h fA ' lmp�ce'a, trlctloti'upoa the_ealo or poau*w pf�tha, tQ qTP)> ) va tlie' .. '" de s c r t bath f ra�a,:ppZox, }Ygrpe.4; UDou ally violntlon iif"raisdertakiDg,the1 aga14W9S/a►tttn option,y }j.}Sdecyl3'e:tbo t}oylid t>�lapee of to debt trocurod harobyi it4ivadlateYYdao and pdysbto r #1�' '°jt'be prtl[aBor puree that !n Yhe•event the dvrneralilp of tho ortg ri ptemieon..�r:anY Karl Y;the�pCt:beeomea pgeted In a person other than thq.ItiortgaSor,vA �Itdoridnaoa.mnY,:P ltho�t siotira tc�tho p' 97 ,afot4ga8or;dent:tivJtliieuchducccseororeurceaeorai' intei+aetirith2ofncotdthc+nior(gwganndthedebt +� q rhenoL+Yeecuked;ln'theeeme7 nnerae�sIt1it}toMtrib@Her,:veit6cutin'auy..i-ay'0tiat3ng'or,dikharb�tng,t�. ortysgor'ff,ltabiitty horuunder or upon'the:.d';bt,hereby.eacared. N MIC bf ihq,presltteeet F,en,`iy , 1 Mortgaged and rio forbtarancd on the part of U,a ntorthtip� and 49 eitonsion ,its the timo foi•iLo -trientof th6ld6t'her6y.sec kited givoi by the t1grtga9e'o`ehall,operate'tn',letease,:dtrchnrge rrodit), char or affect the original liability of tiro Ztlortgegor hat si r,eltlfor to +bolo or p 1rt.. 7; 9 The Mortgagor further agrees that ehotdd this Imortgago Arid the note 80t urea hereby n�+t ka cl�glble F.te for•ineurance under tho:lretdonal 1loupinit AIGt within�'' ' from eta dato F,9 NrJ}• heroof (written etattitltnt,of Any officer.of o Te�,rnl Housing nl1D1Arhtlnn or auto' - d ff -nt bf iLu Federal Housing CarunUsioner dated suhyf lul�t W.aliy - ..- J_.... titirv �_ . troy thu date of this mortgage,declining io inaafY RnlS uoto,nud this ntertgnge,being du�ueJ eorlcluulvoE 8El l proof of ouch inei;gibilih),theTforlgngee er ttiP lloliW of(Ire irot< rntiy,at its 4tion de..inr� all riutnel "$ Ccr,tcrvi secured hereby ItumediitelY duo turd ptiynble 1 July 14L 'is duly This MorlgngA U Upon the 5TA9 UTUk1 CONI)1TIr N,tor.tl{ty hrendr of which,or for nuy t r Lath of any rr ofthoaforenloutlouodprofu+rennor conditions,tho}yv)dcr h�feef etrt+11 hate th,3 STarulax2• Il)µ-Zti aF +tF The. x: ,SArE_n+ L 4 ro •_ I T 5i -,.:I, t h.}{ s TOrlrl US•,.. t r. # ANbfortheanldconsidc"AdIon,Tie t� Ic1;J,1 k R I�+s'"a rci Elr y;� .i For b wffe f l e(t1d 1;1.Z'fFD�p2`a ` ,-hereby rPIeIMunbltite*tcttpnicenit �'� corded I hdof l t �r rlghtis of duller,homestead eurkby sled all other,i Iterestai t t1,c2n d premises ' - II }'1 I •. MNM-;011i hand a-and Kcal Ir thin SrBP,�and sealed in tho pr ace of-- ;_ . __. -. :_ a i V42U �YL C elan PlltJ:f t •+ + 1 .. ( CONblUidl,1'LALRII OF MASSACIIUS112ti i .t ('OUiVTY OF PAFt , Ar-T,t. zdcar-r_�;. r �l 1 Ti 1 Tltett ixrnonaily appealed the zk toy 'i i r r , h ' t+2'f cO :Ill, ( I '�i , E. L t+:fie Y. -: and-aeknna•iedg�d the.foreg hig inArufnenl to bet r j.` free act ur d d,cd I ICfore ine, 3nitnr r- �� 0i,pw:i r1C2 I _ i - , l�Iu) ,act i r,.C�IY1?d: ° f ir'rf9t�b1C', : , }t, r1`i Vt,1 '„ r± r .Il)l r ), , 1 JOSEM B. DA &T w,d A IUIROLU 6.°iviGI1pY, bout of.Ynrmo th (Best), I F EetYt•table County, Y1 ;aC?tttsetts, C,t1►1tk;wader r+ri Agreement and eclartit-loril i 7ru, zs1:.ticeds--in Book 72GZPafle13thGM ,7, 9' duly,tec rd¢d in the Aa�nst,T,le t ry Ftc s r t c a„d t c",Al �xoa mmefode4for eo i5rderatioa paid erant to Fk1:DI?jICK J.I KI.AY seed DORIS L KAY, y hustiund gitQ wlfe, as teitants by the ff entety', bothof l3raint.rce (South), Norfolk County, Pa9slcYn{svt.ts, i i j I e with gatrtiattt ruuratlutd t '".:-�: s .;. )Kaepachuhettis� Lou,vied gnd� �: 1 j t:�' the land in pgrnst"1 -(Centerville) Bxr;tsEabl,e County, pk� �0 : '�• described a!I followst .. ,,• F y by 13 Kay, rie She,.71 on a plan ],erzinHzter mentioned,.'Fifty-Two • and blt/l00 {52.•f+lt}, feet; , Gr ta4T (, •� F,A,13TFi2LY. by Bald 1i3,1 'hJ a curve having a radius of r1h 71 fact, forxa tsotioe the �'!. clistaRcc of Is.XtY�t.ine and 61(1G0 (f9 61) fe+t; I } said iil:n, One liund:ed }Qrty„and tafadth ebt f JJtffFiERiY Ly SMA `a{ aI a,:o.m on W1 (1t10.o8) f�Ct; � i , b by e r u ]iFl , HS .sho�'it 0[1,S',x d plan t, bye an arc It.tv'n7-a radius ` f paf]�.,FFSTFftLY lY Y l;]net) Four �ct r7�1bfl for t6s -` =4 of EO 03 fceF, fcr a dl t in 1 (94.5 r) izeE; L , lam Thirty FOUr {r13 117f 100 ' x t t}tIY by �ni d'.Wa k]St y, s shexn}on said } �... (31�•b7) 1� kt i olboeli blA Lot 3h nni 3`(;as "shows o•t .aid pl�ut; iko'Hundr�d Fifly rau the to ? NORTNE+LY by d.d'91 109 �z3 91). fC t ( lsca tige t q! t :: t .: i r3y of p' u� C;�r itledt ;�t1�;dlvi nibn �Of I end #n sbownt ns La'_� :i3 art • ci1(W,t1 tV0 r ; Hcing (+l :E.WA„ U T T4U'�, `Fa1C 11 11t ►60 Lt.►' -- 'jY di iiie ' Czntcrvi 12c -fern t�l)]C<, t 1 "s. ] p-rty July:191t9, tifcke sUn S"Berpt:r� C]Yi2',t t!1 ii!:r , 'F.ss11h�Jn, ?; Qplc`� rt io}{c1As epos e11S o- lE:.C;cu.1 -hzgtst.y-i+l �Cdc.-in 1. , duly filed,in the I3•irt ldtttb i reach a an I r Y VOW OF y ' P d _u`.+�crt toftl,C Loning 7 ox of tYz t - I The, J>Ovc 1E cribed romi r� tt a eon..e••e tii , S T6%nl of 11atn taJlc 1 - �r t:hc r ll._]]lll, d tcd rlc ii 2htlt, IS 1V, duly For our title i;; deed m G T�eotded in said xr�tlst>.y of Deed in 1k,nY. 7'U F�•.ye U`,�• 11 i btorq `O ' i'i .'lIr -71 to Lf z 5� Zx ttd ,.,�'d grxxcorF _ � t _ _ rr lx ij •a, •. s,�'�_'-- ,. ..- - I I' i is t '' � i�trarJ•JCr L :I9rY'{r��'YRrYIJtX1XJ'xYLi 13Cr Ind i ,, •19 � --�= - ��xdaaevc>�dxl��'� J�'cry.U.r„'au k .t. -;�. ,_: � k t a N _h+t,ls lniaralS th15 �-- i, `,� ^1Nii,iraa 0Ux _ �:. 7rufr i�'tTCYE ail�/� /; porile l: j . ��i; I� 4.uulmonll r iltif ni fiinnantttunrlta ! (. r , , i ,r�k hirn,t blc �9tonuuY� the alwlY. e tlnrncd Joa �� ` Thca icons y ]f ,,, WX :�.` j it 2 + ,,,.�s.G'fa1�� _ ^r•°}-,--�+ � ° �;t f tt►�i r �frcC att k _ '" 'i offINiz • y— 3ao-2473 pact 114 rAaaAe„U"OUrM ur oaco 1"wv1evst 4UWQ rover)ua K40'9 ALL 'E-N 9Y THESE PRESEATS, THAT I, 0•1420 HAZEL V. CO'T.NOR of 3crnstable (Centerville) Barnstable County, .� of "a s s a e h u s e t t sniuea7xyt o being mnurried,for�000s;deratioa paid,xdxkfagomdeM'doodx 0. . ' grantsto myself, HAZEL V. C0'4:l09 of Tern Lane Barnstable (Centerville) e =arnstable County,- ;rassachusetts, and -DO;4ALD J. COY:40R of 119 Pleasant` ' Jtrest, cast LongTeadow,, Hampden County, 'Iassechusett�, _a-� l�i tt�Ten nts ¢y { Wi RIILIr th&kxdio' Two certcin pieces of parcels of land in Barnstable (Centerville), be Barnstable County, "assachusetts, bounded and described as, followst i.I O j i(i�wa;eo�x veal x�neoDa.�aex R serk _ , Jgrt!+eo-t�rly by a curved line having a radius of 27.31 feet, as shown on a plan hereinafter mentioned, twenty-three and 93/100 (23.93) feet; Easterly by a '.cay, forty reet wide, as shown on said plan, j, cne hundred seventy-six and 89/100 (175.9°) feet; Southerly by Lot 39, as shown on said plan, one hundred thirty- J { one and 91/100 (131.91) feet; Westerly by Lot 36 and by a lot marked "Reserved for Future Y 7rainege area", as shown on said plan, one hundred forty-' five and 01/100 (145.01) feet; , and -Northerly by "Lot- 34, as shown on said plan, one hundred sixty-,. i. 'two and 59/100 (152.59) feet. ,y ="l shown as LOTS 35 end 37 on plan entitled "Subdivision of Land in' Centerville :r =arm a z st Slay P-- ss. Property P r rt o .Ue a T, , P u uet rust Y Q 4 , } Scale in. -_ •50 Ft., July 1949, :4ickerson & Berger, Civil Engineers, t , Eaatham, Yzss., which said plan is duly filed in the Barnstable County Registry of Deeds in Plan;@ook 38, Page 13. The above described f premises are conveyed' subject to all restric 1 - - tions and easements of _record, insofar as the same are-in force and applicable, all as set forth in the hereinafter mentioned deed. There is granted as appurtenant to the above described premises, a e right of way over the ways, as shown on said plan, to and from Shoot Flying Hill Road as shown, together with all others lawfully + ' entitled thereto in and over the same. ! ! Being the same premises conveyed to my by Justin F. O'Leary- at ux dated -December 15,' ,19=_9,,duly recorded with Earnstable County I Registry of -Deeds in 3ook 1063, Page 39a. F, Subject to an easement to Cape and Vineyard Electric Company et al dated October 20, 1955, duly recorded with said Deeds in Book 693, i Page 65, and also subject to a Taking by the Town of Barnstable duly, E, recorded in laic Deeds in 'Book 1035, Page 569. y This is a corrective deed, correcting deed recorded in Book 239d, ; ` Pzge 109, to make it joint ownership, which was inadvertantly left out. ('Individual—joint Tenants—Tenants in Common—Tenants by the Entirety.) I{ jao•2473 Jit6F 115 .420 iDihulr8 ....:1 .......hand: and scat this............. ... { ::' .....day nt Signed I Sealed•in Presence oft F to is .�...G..' �' ,[.f.::�2...... ...........». L hazel U. Connor llle)r ........_..... ................ ....................................... ty otlf X4 (Comraol:uJralgi of Maararlll=n't t4 .9r zz;rnstable /� /C�!/ ( 1977 , ty a then personally appeared the above named HIxZEL U. •tric- and acknowledged the foregoing instrument to be her free and deed, before me . , a• / <otar� puhl,c r-J,ryi�pjs7tfkJ[:,`:: 1 ►1f C,acrunissioa Eapites H/u•-J•--- L �� 3 J.? at it Jut. OLkFTEF.181'EG 6 AS A)a�'DM BY CKAV t 497 OF 1969 E.er7 dead praenttd for record shau mraio or hart endorsed upm it the full agent,res;dc%ae and post odac sdams of the grata wel 4 a a mral of L%c ay.wot of the full crnaidetatioo iheteve in"Ism or the na:utt of the otbcr cuosideratioo tbenfor,if tot delivered lot a a;.e.•,:e--Harr tmn.The full cotuideratioo shall mesa the owl prig for the coonry ns without deduction for ar lirm or coc,:•abnoee sus a cnl by cti jtts:.:n or ttmsinira tbtfetxa Ail such emlamemeoo—1 reciuls%Sall be rtcn.'dcd as pan of the deed.Fsiiurr to comply wuj sbe sn,r:a shall to meet the fa"ry of sy dad No to aw or deeds shall acupe a deg/for romnii4 mina i is its eompliaoa with the rtt;uwcmcm of this Now& , RECORDED FEB 28 1977 �Y � f sm k p �• + � J - � 4 71112- 1 -7 7 a- off fat€ .e { - r. ; . "", t i - 73, :48•t '4.n• ee 'z -� - � + Y'�A �#9 2. - x' i• Y4,`.' '•., n�Y R. '.a f �: g `,,.•f`3. j't {, rye -a tit„ • „V "li+.6�v r•�:. ,.. �,-- . 7.,. .'#yt.�s 'Vr x ",a', n ,f�.* 1, ,.,;:j '# •S, :w�7� ,"i4 y .:_. r -a` - ,.� - 6 _ .'.".,,,• 's'•..i Tar. �' z_ k „ t, x' ;.r i®. # y��7"lla a' 1. .. - w _ 4 s" s t L C `+"rr. , _ { ll r r - "'L -;. `.7 ..d.. - �-,, +: - L - �r._t' s �-.' `u ,< -g.t,. r f, A i kr p 1'..e a 3't «t r�,+ `. a "I 11 •t, 3' ,i ':� x �..o I- .$, - � as v�i:� _'�rY-• af" r .. is v,w,� .. -, `.i n.�, " ♦. 3 '! '.s + ,�zr 'w• i*S. .� _ .r•- r 4 4s s ' r 4 r'a, +. r •. w11 f*1. ` " 6, jI t - -" '4a,` .;G '-f 1i I- il. ._N. _ - •.- qr n i � _ IV7 y_a li s•'_ •'�_ '•. :.`t `t r'T - .4 ,i ' , '.'F .. ,.� - .St .L'.., . t,,.<x_yti::. `,Y -iS �e-«; F 'ter`r„ , $n., d r'.a .T a. 'u e r �!„ " ' x .,� r ..? : ,r:-. 1 .n ',h+.. '°" �:-•`- {.,:.-. a " _ +5 4;.,. r. .. R 3,,a, 4 r.x < + :. ..'> , ti - y ss�.� 1. _y 7 a -::9 '4-• :f.- "r .! :'s t-L '1i. ,.n. �:,r ta:, y,�.s• ..'.,,c. r-G a.-"+. �,;,5 4 :'- 7 n _ -J . ,E a - ^`•ir`4e JI _ r {:_'i 2, ~.it., i 6 "4r'+- .-. A'' Y- 4j,.{.. G,' y;.rigy €.:.`n +4 ;w y," 1 _ W+1' Jf t w't h4. f t'�. ,.s u - - r >'' r.. ,R, ,,,, n -- ,!. w, "�.--flia. �- �1r - y, } ,,I r '" i V a d,y 1. .,: ,� .; _ r ^ ,«Y ,. �.- C to<,. _ r S az ".ti rr4ir.. . i. '�'^.�' `�:. '�a'". .y, N. a'rw: 'ri rc ' r�. -. „r.'r' ;'"` ..._, ¢._.'.t"F•+rw? r"� Y '' a.`' u •r:. f *. `a. `wy S "`+ � . 't: lira i t i' - 4- # 4 - 3a Jlll.,�� t r a �_ + ,i '' +� I 1�' 11 �- �-,-!�, - - + - s^ , s - ;,.+ n,.. _ !.A . ^„a. ^:Y .Y'. "k-+"'r+- J 1r qr.-=x jl.. . 9 N. �' '_. ' ✓ ,ter.:*, „.ter e. _�5 n'•-.. - ,.d °� _ _+'` ,.• .:,as T.`-"i.,y,r. a'•'':.xt"'> ♦ y t. 41 ' y a ,�• n wy G- n 77 -, � I - Alota•i > s r .i s•. w "` T.z 9 t ! 4 ta^ ;t r'r t r 3 .� "'> > - 11 . a. ., .;. :..,, .e ':.ary. ,-' �,. �- 4 . -' ^:'i-i - F�. .v a d,. t",- - ��.� a��e '.�„". _�.�. nsi ; '�.jl:. «. Il, a {' . ,,tV_ +,. :, t r 'r h,�'_'•'� r»I' ..Ycx t _ y➢:.. 'v °•: .r C4.z, t y �'�f " Y .:;. .YS �,' :,,�.. - -9. '.a 4. toe :r.y v i ,s ye tr..?i, - .:•.� '. ;`C": ," r 24 i P f Z . i R A t ' r.e. ' u�, J ,j �. 4 7 _f 1 + ,` � ':•R �1 . v ii _ .» `-„r r ! _a.t. A y, *1' , ti a. �. ?.,r _ , 4ej _ ,i"} - 3 -�' ,tt, y°._`".Y,.A✓ :t, `-'«. r We - 1'.'a', , -f:r` ,7.' v w *�? ti 4. �.f r f,t .:, ' 1 .. j c. t z S< .a _ {' y .,'.. ,y,-.•. ``yy •t4,'::J :� x, :t. _ e�i , 1. c+ !'-.. _ ", I a..tS -��.� q �t'� c` :, "i': - i i 'a w-,,S- a ,•d- . -..' ✓' �'Y +.� ., r r a • - i N,^ j.rr'r ..., ..�.. „. ,,, 4� -"F` - " .,r:. 'F .rt• _ ^:t- .rig K �. }{ t :w - ° , t w .�.. .F-. ...s `�' ..�. f'2 � ,c°':. ", `.q. , .^:z - Ar Y .e, _ C�._Y •..• Y I. :1 r3' •--4 + ",'her, � •t: *, 4., '..,:d• t ",' 1r. .•f ; =� �1� i�{, d� vt!'•. - 1`. 4. '� r+'!+ ik- r Y-w -Rr.- 5..' - '4 ^�~ i + . 'F. .. .. .. ,,� .. :w . t r F. v ,.8 > t" t i,f i a, r , . ,a s dF p ' :w 3 r '-: ,.; L ''., :- f +k'.�.} -, ,''""'" . ,� ti.. e. 'f.ZS:;ii. y.. . _ YY .. "a_„.. M:, r.`�/' ,+,t.,.. - _ ,r. M. i�l «- ,, .. > t .* 7!,^ t. .w ^.. v: ^--ie 4 ric s;:. ' _:r4:. ,-. a ..F! :� ; _ � :K `-"•ts,:.- �1 '^`C "AtJ s., t Cgdr" ..i .i "�:.• S":;. ...,"-e - ..- ," , ,r C�. .n9:r% :.� , .a r - - "i.. ^ ^.r{.. hl. t:. . -r.- ,.w .: .+n... :. .-«,' 'p aS.y` y - «•.v s -a.g�•r .,r .. . ' ,. ,.a« - _�.••, ,a- ;€+ �:, in., -5:.. a ..,"-�:.r :� j,r, ✓. c C '� Y''t� �i:.� i� 'Sr ...., r .. �,:F. t. -,c. ,:•u a.t z:, ,.t ,. _.. •i . s'• ., ,� .x r ;, „F,.4. A T day w"!, ri 5 41, ... C,,,. -4{;1,... .. ..a,+r ,,.r ..i -....,,ry�..4, r.: c -. _, w. C,' `''F� a"r 1 y~ .;,' i'ra -S'fa .+.r-, .-+ {: d..: .a. .;' ::u}'tr. +v a.. •.,-:,.. " ..# :.:.r• A�:'w.r,. .z. •x„A. :. «%,- :>�... "-, i _ - s - ++9f - .._¢'; a+" .z- :X MAy _. v t•. :R,. 4"-• _.!Q'.•` ..;,-.. - - ..,}.. w. r Y. I— Xl - .:'r.:, .p «.zy,_ t ,• :. «t �� -.vik ,. .,d+r. ., -ter ,: -�`d �,- I.. Iill a t';.s. .:"C - w�' ?"-w.,=a:, 7 `a:.. a „, a. _ £�'. _4# e N p{;•'trL -+ ..-.A.. i .Y. -- i'. ,. '_i.. - .4 L-�'•: Y _ '1 _ :i N •y:. 4 f r<•'w'd"'r j r. r., ,t:•r ♦, ,y.., a.: 4`n,-- , , �3 Y'- - roc r•. 1:. - L. b i.� �ln�.`..1 .�. .f1,' - ,,, ,.b .., ,,.n;-,'U+ « '..... .C_� 'y r fi � f-` . , t, .}. - A "1`. '1: • +"Y 7. «`J' a, p, r g .,; , r;,6 ,,�,' .y ems` a?. .'� ~".'.' w0 LL a4 F w;'' Y. x .r V'', :' �' f {i •r3 ti ;Za I . •Fir `f-, , ' - .a 5,� 'r +°' a r, S` 4 _ �. r 'i:.e.' aJ " - A ' .4. `j.,k'•"k: - e wt 3., r. Sy.`.�' 'T, �. i, j .4 r. D, - s' S" ,§ i&.'i x i• 4x - i R ,I :Yr. � A''i�• .j :✓-� _ .. • ,, +: %,. _ • - - s .,,k t« ` ` r :.r - 2 -_ �''`s .I- Fri .F.. '# i ^,r. t r :E'4 ,. -r- c r . .. _. r :"ri . ' .;;': 'mot .p a i:,.r - ,.: - 4- 'fin •a a:.r,,- • '}. _ _ �'_: '�" .1 .K.r. 1. 4. I 'I F' `y.f :?_ 'a 11 a t '" i 6 ref 'ors. - �_ _={Y ;n. - ,-' 's� i'^y� ,^P''Y B..• y ri: t.T':_ 4, Y _ .fir -i .q.e 'i. - .� ,�:. - -f$ -s �' .ra e� .. '•a, y _�,. .+ V,w. _ :E.' •� _ �fp r� i-- ,L' a .et ` r :a.'.'>'y > i'`=' -�.:;: - uR'. ..; �.- ;. M t ..aa,,,,,,,,r ^ r 7.--{' ++ •rt 11 - -. j _ F'.u..1. t" s'r ...i b t,• _ 1Y _ .4�«F.•. ,�:•F w�. § a ::y-V :yr 4 ;i+ N�;; si-f', ., s it. 'ri.a„ 5 �* a t ..�� »Z' ,i •�._i,,,,,,�ti F.�. - ., " ' -" ..z' -t: ,,` .y -�^:rr ♦ - '`�• �� :fir' ! ,, s' sj}),•9". 1 , '..>T �+, ,'r' ;t ,w' ':-''�,ry'v♦. .- t' .' N ,� - v , -r.� -i: t ,y.`ri. 4, a L. ,-�� ••a '?i'i. ta.-'k-# 'A a ti, .ry t ".' ! '':-�1 � •.,s o' !,,•, w. r '' E,� -, .;t1 �'• ''t�'''� t ,,.. - ?r::i ''w. ) ix a'A t 1 �' t,-- t _ -:'< '_i - •„ �1'.,°S?Fi'. a,,. °"C S` 'Va 't` _ .z.n e .S:. i, „".4 Z ti• k a,�.. k "'c' _ ,K,A �'4 ,,r h. x '.p �,s� `;!X .:F.. ..4 - 'b� a?. S. + _ i a . « - - e p :`� .`me_µ 'f^ iw -«ae ',.;t^'.�. . :.r..`�. ,,.o ' <.-`` i..,n:� r ..r- - _A.` yr 9; i '1� ''+"-c .+e. ;Yk';��a l.t 'itr d ,r,';�.. �"iP,' ;,.:- ,•«r, r.. ea _•,. .¢ +-,'yr...,,.r ... 1+ a.,. ,�.� ;.._.'r ,., '23. a "aa .,'] *r .�`,. -41 -. ;'-'vf T?Y. i: ` .r`+ -+"'• , cn_,.j , ' .-a ,1 .a"... - .,;r r i +,,., + -e") ';e.: !Y�; m - 11 `:..� -:[;. "' r try;'' N. '•":a* r-f a� ,. 2,;` .�y. ;a ±r•r.' ; e>< n 'a _,}.,_ :�.� - c", sue'+, .I., ra-.t '+,B"'A.,, 5.., � " . .a t, }y 9kL, `. ,�. .Y 1. .4. 4 -''"4 - ••it. i ,sy it�S. y �r C�`' f _ 1. .. y�A '.':'"' y-� gbj '- d .:: ••�-.� .-F,'"- w`t .k 7 iw: rf ct3' t't} 1 - ^t-�•-r6 y, ''4, y -.+{v` ., 1t LM ^r..`:S- -s r s _. 'Y, ak.},«,. . ..� ,�, ,� .',CAd .. fi rrCY+ •FS ^'t - +-r.- .* x"r_. �qt •.p;.. a •r? S. iti;,,M . ; x, of _, h. t e i -: �, -..6` ,r s• Y A 4 f •rye - , atr • y ,: : 'Yt' '1?•.,-;x ','� ` C _h�`, e, • ':a &c:; .L -'" �•f wr k" a _ °' r�` , �:?.` S 1 r�A., ��i c- r,. E�'"`` F 'r 'r'll� ..• 'h,,s.: �t % e".a�•� �.. ---r-;:S 5. a�rr.J -fF_.'>_,' w a' ::r 3. :, A�k '•!' rr. r P: -q�a,^��'/j L;,�, ` -...7':"t 7 _ •5,..4,`-.-.r_: -a'"Q .:::t" - 1. 6.- "' .r. , ,�i• - fit' }"'°.� y- .� y' "C`i.�y.$°°"`, `-�j°,T4'E :',��- - t}e t:E i-` .. � �#�,J.f .9-�'4�7+,�, _ cP```":`"+fi'.1,--z-��L..r . ,,- 71 r �:'.r• -._t r 9_ ."., x:,t .e. "C"s�..'6,. " v' +6�•C t �.: -,, t i,,. t4 wL A .1. +:� �' 11,v`1,,; •.f`- .a G y' ;,.� - -r .s.is s:'-M^i s., t•: '} s . - �i' i ��:.Za 2`.- .e ,+.,. .a ty -g:C ,� r, ,v •, k .•,w ,:m +9, ..nw•�'r:a'•-'"• :'"`;4 •�5v .. 'y - ,t i - r. �,`�•- ry• .y+ - j- t }� "td r� `�.r ,t` :. r.+ s { F• s- ,- & t'• :` w :. r -'^!9'm :" "N • it rr r "Si- +il ;t-d ' - ` i=' S , t. ,��,. - .s +�a,,,,e:'. .» a Lv. t s.t 4 y .r`. -.6 'i. ..: " 9 ^.e�.. _e •i' ,i - ' " i �,+,, - ��• .,.. saYvy': �, r' 4+^ : L+• - r,, -1 t a,..� I ,, ,>r ,T,_. t--' - i� Y esr"s 3 •r. `n,..; $,,�.. a w. ' 4 ,:53`s,„ ems.• -"'„� '-,�..'. j+A si. „�a lz t.,, `�^•.•. !_„ i :r •h+I,'_ f n .;'. -A, J y• 6 �'; w3 �,.r 9 3 L. .f•' x'•..: f V�i'' t.+i Y �-1 �..;,r a �-i �.;,�J..a 5 tF d ti" . , :{ •A' - .:..� y.,r. arY,. CIA V�l .t -�''� 4. + r Yr.i 'f 1,f r i Y( � ,' i tf' p z ,d am �"r�r�� .«i, + +^r'r w, � !' % {'' ,� ,,�, <i�,r•• x �. ,�. ..mpd�s- 4'" *7 i • s� , , ..,M...?6—'� '__.^` 's�'if y k' ,.. d• `�Z v i cr�Cr. 'c z ri _ a _41 r { , L c '� •— '° €.;q - 'C • .. . p s .' - - ' 3 4. - 1' I'll " #i3 r•'aJ1�,+''--,--,,,,,,:rd„r3,Ff".. +i"^ t« +na'�"�•C.�';i , - L.,f ", . . t t t'�0 ,.�% -z_8 .. - 7, i a f','' a s``- ^y . �4 •�,..�sslsS'r* k 1 a - ,l v e_ ru r - , . e. E "2 ` of e k+ a ' � a t c., -� ' . d i i! d ;ty is Y • _T - ^ci ` c� ;' �- r11 4 -Z ?. ; sue, - s T Y - a : - - ti .. fa Y. t 7 i- a yy , i et 4 ..� ^ - .. . . gend; • DIRECTIONS: ZONE: 3 From Hyannis — Take Route 28 West towards RD-1 ® Drain Manhole Centerville, Take a right onto Old Stage Road, Area (min. 87,120 SF(RPOD) �o Birch Tree 5Q Sewer Manhole and then a right onto Shootflying H111 Rood; Frontsge(min)20' -, '.€� -0 Guy Take a right onto Tern Lane; Site will be on the Width (min) 125' 11= p 1?a z -0 Utility Pole left, g160. SBFronts30' j HollyTree O BRB — Road Bound Side 10' O Vent Pipe Rear 10' `♦ a `-` ��'� O Iron PipeTP Test Pit �= O Deciduous Tree ® Well OVERLAY DISTRICT: � g —OHW— Overhead Wires AP — Aquifer Protection District {�f�+-i�.,1jj — 25— Elevation Contour `.w� Coniferous Tree ......S....... Underground Utility Line ASSESSORS REF.: •Y p °d i Map 212, Parcel 015 FLOOD ZONE:Zone X Community Panel No. #25001 C 0561 J July 16, 2014 Location Map: is C;\��, o Stasis/sus q &G ace A 1'=z.000t' N V) McLepn ( Proposed Mitigation i 45 S.F. 3' Wide Strip \1 12" CMP � ` 50%Late Lowbush Blueberry \O ---- - ----------------------- 100.0 100.0' I 1 Gallon Pot 3' O.C. C R=38: Forced Septic ' W 50%Dense St. John's Wort Main CP 41 1 Gallon Pot 3' O.C. ° , \7 LV \ S ck 832' 0»E n e 10-50- 7± to I f t Water Level i 2 0 J ! Arborvotea "') 'E1=33.7' (By huage) ...... ( - 1 Z 3 \ O 1-4t�1 BPdLOa�s I /� Barrier 4! 0 0+• o f Donc Block W Drain ;I to Remain v 2 Paved Drivewa r �A/ (b O \ 1 n a y • 20 I�Ide ,{ �`ll 6 f Slate Slabs N Q� t^ 3 See"-PB 71113 — _ _ 1 �' /Top of Wall t_� ; E1=35.7' b To Be Pes'ein-ded ; r N sz Reserved arcel + I\ W way \ i / LO - —I C d � _ to +:_ .. ....Remo ed J 34.0' Conc,Apron I C Stones / I °6 I Cover to Removed `` J 1,L` 'Tree.Approv j o o• I , Walk to Rerh O � 12 :For emoval: ( I m 1 1 �p of Wall i w t4=35.8' I ' �.� ::::: b Septic. a p M. Z o Septic.'Ton&S 1 y __1 I x I -- - r� g :Moved ° -- CDo0 If Needed o m I �� Existing n I Lawn I _..t.,..,_.-...._.-..�O.x-..�.�..-.,,�.-..;�s,,,s.�.;.�,..a�,,, ..- �, "�BR� �• ....t-'�'%.,. - ,•.w+-.s•a.�w�.. rj:'-�1�,�; .j .. --=--r� ` '---•i_ - �........�+�...-.+-.•a-�:-..-.a...� �- _ R 2 _. -.- _ ^ Fnd ••.. :;�- y 1; 1 Tt w1f j v1 I Ca iv p�` !c / a y D elling o.s' - PROVIDE i °';? I Place Silt `` I i Fence alongCD 5h ( Proposed ` DRIP EDGE I ' existing Fence �` FOIE ROOF I roposed Mitigation 565 S.F. Porch RNNOFF II /} , I` 3%late lowbush blueberry l —'NL-�, I ? 1'Gallon Pots 3' O.C. ' '' l3%bearberry Lawn 4q Pots 1' O ` t V 1 .C. I To Be . (,— 3A Sweet Fem oved§. i s.i '- Edge of ' / 1 Gallon Pots 3' O.0 I ❑ 1�. Proposep l Building / ,•! O 1 �S -Lawn To Be J ' }Top of Wall Q / Removed ! '�E1=35.8' I li Arbor�o ° P6r&e1 Area �> >to Maintdined J i F�eiyn NSF/ v 3yL to ' `(To Wall) o 1 Lake elevation o q McP O/st, 12,84Of$k 1 EI=33.A, �o 0 eke ` /V I v BUFFER ZONE CALCUL NS t top of Wall EXISTING PROPOSED \ \ w E1=35.7 0-50' 0-50' A STRUCTURES=1,986 S.F. STRUCTURES=1,909 S.F. HARDSCAPE=507 S.F. HARDSCAPE=437 S.F. TOTAL=2,493 S.F. TOTAL=Z346 S.F.(147 S.F.Reduction) 50-100' 50-100' `SH OF 414 STRUCTURES=526 S.F. STRUCTURES=893 S.F. HARDSCAPE=1,273 S.F. HARDSCAPE=1,143 S.F. JOHN yG TOTAL=1,799 S.F. TOTAL.=2,036 S.F.(237 S.F.Increase) °' Notes: IVIL .48168 PROPOSED MITIGATION: 1.) The property line information shown was GIs Required Mitigation Proposed Mitigation compiled from available record information. STER `� F SiONAL EN � 0 47X 4=588 SF ofmitigation credit 45 SF of i =610 ro 2.)fr me an onthe ground round surove was obtained erforrmed on fi 50-100'Bufl`er 610SFofMitigationProposed or between 141MAR114 and 18/MAR/14. 237X 3=711 SF ofMitigation Required Total Mitigation Required 3.) The datum used is mean sea level REV.: Add Mitigation PlantingNotes. 419115 based on Wequoquet Lake datum. Remove proposed Dwelling & propose 711-588=123SFofMitigationRequired Dev=33.75' on March 17, 2014. REV.: Additions to ExistingBuilding2/19/15 Width 8 06 14 TITLE.' Site Plan PREPARED FOR: PREPARED BY.• Proposed Improvements William & Natalie Bogert CapeSUry m Engineering At 78 Aleott Rd. 23 woatervifle MA Say Rd, S02655 ~ Mahwah, NJ 07430 Suffivancomultig,inu (508) 420-3994/420-3995fox 160 Tern Lane teaet•SM"•PO.Sm659•T Polo asbrvft MA 02666 www.copesurv.com v Barnstable (Centerville) MASS. 20 0 10 20 Draft: CTR DATE: SCALE: n Field. RRL/KAR Review.RRL/PS July 15, 2014 1 =20, Cm Droft: WHK RL Pro ect P� � J 1999050_Boger 1 1 • GENERAL NOTES . 1.ALL EXTERIOR WALLS SS1AL . . 'BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL. BE 2x4 @ 16°O.C.UNLESS . . E OTH RWISE NOTED. 3.CONTRACTOR SHALL VERIFY �- :. - - - - . ALL WINDOW ROUGH OPENING5 a,�,, !PRIOR TO ORDERING WINDOWS.' 40 J• - . . . . . . . . . . . . . G° 4 IiCONTRACTOR SHALL VERIFY..: ,. . . - AtLDIMENSIONSPRIORTO- CTOR A '' �A SS RESPONS BILIT FOR " .. A5- ANY MISSING OR INCORRECT � DIMENSIONS NOT BROUGHT T THE A ION - - AT OF THE 4. .DESIGNER.. 2xW FLOOR: o I ST'G.MATCH' EXI FLOOR HT. NO. REVISION DATE L -. JC COPNORTHSIYRIGHT VRIGH HEREBY . r. - RESERVES ITS COMMON EXPRESSLY MON LAW .. .. - _ - - - - .. COPYRIGHT � - " - L J THESE PLANS ARE NOT?O BE REPRODUCED.CHANGED OR r . . . COPIED IN ANY FORM OR MANNER" - .. WHATSOEVER WITHOUT FIRST . L, -. .-- '. —J �" '• �' � � � "'` OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. r BUILDER: ) J B r .. .... R: NORTHSIDE. DESIGNE L_ DESIGN B A.6 r ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN _ - - - 141 MAIN STREET•YARMOUTHPORT•MA 02675 (508)362-2210 1 (S08)362-9802 NORTHSIDEDESIGN COMV/z - L J NORTHSIDH@COMCAST.NU DBL. 2xlO @ :STAIR OP'G (TYP.) STRUCTURAL ENGINEER: L TAYLOR - J r : DESIGN LLC STAMP: P. L -1 r " 2x lO LEDGER; N^,NG ON L EXIST'G WALL" J EXIST'G CONGRE E PROJECT f._ FNDN. WALLS- _ PROPOSED rr BOGERT . � N .160TERN LANE CE TERVILLE MA. A. A.5 TITLE FNDN &FLOOR FRAMING PLAN .. _ SCALE _:1/4" 1'0" 0 1 2 4 FOUNDATION & FLOOR FRAMING PLAN F _ PROJECT#' SHEET A:0 OF DATE: , j 06/13/16 T 7 . . T I GENERAL NOTES " 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"D.C.UNLESS . . , ✓' - - - _ �. - � � �. � - � - OTHERWISE NOTED. ' . - - - - - - - 2:ALL INTERIOR WALLS SHALL BE 2x4"@16'O.C.UNLESS ' - - - - . . . _ -, ' OTHERWISE NOTED. A' .. .. _ _ 3.CONTRACTOR SHALL VERIFY .. - A.5 - �� - .' ' � ALL WINDOW ROUGH OPENINGS" . . - - - PRIOR TO ORDERING WINDOWS. 4..CONTRACTOR SHALL VERIFY . . - ALL DIMENSIONS PRIOR TO .. :. CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY . _ NY MISSING OR INCORRET', O '. . . . . . .+ 2II—4II .DIME SIONS NOT BROUGHT TO `. . . . . - . THE ATTENTION NTION OF THE� .-: EX1ST1NG DESIGNER. .. . . - io NO. REVISION DATE I N . - jQU EENr BEE? _ ORTH I E HEREBY EXPRESSLY ❑ RESERVES ITS COMMON LAW � I THESE PLANSARE NOTTOBE .REPRODUCED.CHANGED OR COPIED IN ANY FORM OR MANNER — - _ .I WHATSOEVER WITHOUT FIRST. THE EXPR - �. I_ I' I - LNORTHSIDE ERMISSION AND CONSENT OFN SNOWR :I. _ . BATH. . m � _ _ DESIGN ASSOCIAWR'TES._ . r II W. I REPLACE' BUILDER: ST'G -- --=—�. — EXI DOOR +I � r — — W/ N W 3066 CID INSWING ENTRY . - I :I DOOR. B B ......... .................. ......: I .... ..:........ '. i i I _ I �� A.6 . pp �/I A.6 EDGE_OF BEDROOM i I l�. . ER: NORTHSIDE EXIST G I z . DESIGN RAISED — : -_ — — I � — DESIGN FLOOR - 1 - ® ASSOCIATES N p 4 �.-- --- - .+I - D41MANSVE RESIDENTIALOCOMMRROALDESIGN DN. 3 R 1<1 MAIN STREET•YARMOUTNFORT"MA 02676 (SOB)362-2210 (608)362-9802 ' NORTNSIOEDESIGN COM NORT SIDHLMCOIVI 9.NET - T RucTAYLOREER Kol rST 311. 31I - I - DESIGN LLC STAMP: REPLACE EXIST'G .DOOR7'-OIi3'—II° _ PROJECT: W/ NEW 2868 INSWING ENTRY n PROPOSED DOOR .( I1 ._ c, � BOGERT 160 TERN LANE a. N . . �� A h ( WA LL- L KEY A.5' E ST'GREMAIN TITLE XI WALLS TO FLOOR PLAN -- --� . EXIST'G. WALLS. TO BE REMOVED - FLOOR PLAN SCALE:1/4"=1'-0" 'PROPOSED FRAMED WALLS 0 1 -2 4 CT#PROJE SHEET . A.1 s DATE: . OF .. 06/13/16 :7 T - GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE DB @ 16-O:C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL.. BE2)c4'@16"O.C.UNLESS OTHERWISE NOTED3.CONTRACTOR , v '.. . . ._. . . . . . . . . - ALL; OPENINGS RTOO ORDERING WINDOWS. A A.5 - . . . . . 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO' NEW ROOF: . CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ' ANY MISSING OR CORRECT- THE 2x"10" RAFTERS, GUT.ENDS TO SIT — DIMENSIONS NOTIB OUGHT TO " ON EXISTING. ROOF RAFTERS. . THE ATTENTION OF' GUSSET-W/ Y2" CDX PLY WOOD DESIGNER"- ' EITHER SOE . . • VANO. REVISION DATE © COPYRIGHT'.. . . NORTHSIDE HEREBY EXPRESSLY - - . . . . O r , _ - - - -. DBL. STUD _ - RESERVES ITS COMMON LAW .� - - •. ', TH POCKET (TP.)." ._:_. .". - -l' ESE PLANS ARE NOT TO BE - - - - - REPRODUCED,CHANGED OR - - _ COPIED IN.ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF 6 COLLAR TI. @ A. NORTHSIDE DESIGNASSOCIATES. i. I BU LDER OP. 2x10 RID(lE . B A.6 DESIGNER: NO A,6 RTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - - - - - - lGl MAIN STREET'YARMOWHPORT•MA 02625 (508)362 2210 ISM)362- . NORTHSIDEDESIGN.COM NORTHSIDEl@COMCAST.NET STRUCTURAL ENGINEER: • TAYLOR • . . ". - DESIGN LLC .STAMP:. .. . • PROJECT• . PROPOSED (3) 2x10 -HEADER BOGERT J U.N.O. 160 TERN LANE CENTERVILLE MA A, A.5 TI TLE -ROOF FRAMING PLAN' SCALE:1/4"`1'-0" ROOF FRAMING. PLAN 0 , 2 4 ) PROJECT#- SHEET A.2 . DATE' OF 6/0 13/16 7 GENERAL NOTES. . . ,. . . . . i..ALL EXTERIOR WALLS SHALL. . ... BE 2c6 @ 16°O:C.UNLESS A Y- . . OTHERWISE NOTED, 2.ALL INTERIOR WALLS SHALL_ �-BE 2c4 @ 16°O.C.UNLESS. . _ - " OTHERWISE NOTED. -� .. - 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS — - - - -PRIOR To ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY• - _ .. .. .. ALL DIMENSIONS PRIOR TO" CONSTRUCTION.-CONTRACTOR ASSUMES RESPONSIBILITY FOR- I ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER- ' .. NO. REVISION DATE ©"COPYRIGHT. :. NORTHSIDE.HEREBY EXPRESSLY RESERVES ITS COMMON LAW_ COPYRIGHT. - . THESE PLANS ARE NOT TO BE77] . — - - _ REPRODUCED,CHANGED OR IMF — — - COPIED IN ANY FORM OR MANNER- I - - WHATSOEVER WITHOUT FIRST _ IEll REMOVE EXISTG._ - .- .. .. OBTAINING THE EXPRESS WRITTEN INDOWS (TYP.) PERMISSION AND CONSENT OF: NORTHSIDE DESIGN ASSOCIATES. �VZ4 T BUILDERL 14102x24410B 1111 1 lill lill 11111 1 Y6 REPLACEEXIST'G DOOR :. :. 6 DESIGNERS NORTHSIDE DESIGNASSOC IATFSDISnNCfME RESIDENPAL&COMMERCIAL DESIGN 241 MAIN STREET'YARMOIRHPORT•MA 02675ISM)362-2210 ISM)362-9802SI N ORTHDEDESIGN.COMSOUTH ELEVATION AS - NORTHSIDEl@COMCI.NET. STRUCTURAL ENGINEER:TAYLOR EX PLATE DESIGN LLC PROJECT' STAMP' REMOVE,EXIST'G PROP ED W INDOWS (TYP:) II 1 II .' I BOGERT II ICENTERVILE MA II24410 . 2x2441EX RAISED FLOOR TITLEELEVATIONSEAST ELEVATION .2,_0, REPLACE EXIST'G EX`L'OWER FLOOR DOOR scALe:va^=P-0^ .1 2. 4 PROJECT#' HEETA.3 3 DATE' OF ' T . II GENERAL NOTES 1._ALL EXTERIOR WALLS SHALL .. A - BE 2rz6 @.16"O.C.UNLESS /'1 _ ,. OTHERWISE NOTED. YA5 2.ALL INTERIOR WALLS SHALL ._. '.. BE2x4 @ 16"O.C.UNLESS' . : . ' � :-•.�� OTHERWISE NOTED.� - - 3.CONTRACTOR'SHALL VERIFY . ..--' . . ALL CONT. RIDGE WINDOW- _ _ - - .:.ca. R TO ORDERING W NDOWS E VENT (Tl`P.) . . . .. . .- . . . .. - .. �.' . .'' 4.CONTRACTOR SHALL VERIFY.�. . . ' .. . . ALL DIMENSIONS PRIOR TO. . ASPHALT ROOF EXIST'G ROOF LINE, CONSTRUCTION. CONTRACTOR SHINGLES.TO MATCH' LAY NEW ROOF ON ASSUMES RESPONSIBILITY RINCOR CT - - - . . . . . . ST'C, - - . . DIMENSIONS NOT BROUGHT TO .-. . : - - HOUSE EXI REF. SECTION . .'. . . .- .' .. '. - . . THE ATTENT AND FRAMING PLANS DESIGNER.'lo - . . N OF THE EXIST SOFFIT' AND FASCIA .TRIM TO REMAIN'. . NO. REVISION DATE. IX 'WINDOW/DOOR © COPYRIGHT CASING TO MATCH / \ / \ RESERVES COMMON LAW Y - - � RESERVES ITS COMMON LAW HOUSE (TYP.) \' / \ COPYRIGHT. - - 1 THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR- - - OBTAINING WHATSOEVER WITHOUT EXPRESS TTEN 2" RED CEDAR SILL (TYP.) A�25 W2$�1 A PERMISSION AND CONSENT OF. -RE-SIDE E TIRE NORTHSIDE DESIGN ASSOCIATES. N COTTAGE W/ W.C. S.: HINGLES ON TYVEK BUILDER: g. HOUSEWRAP TO MATCH A:6. HOUSE EXIST'G CONCRETE . 12 L (TYP..)FNDN WALL aw 6 . . . ORTHSID �� . .. N DESIGN E DESIGNER:. , SS C A O IATES ' - - - - - - DISTINCEIVERESIDENTIAL&COMMERCIALDESIGN . .. : •. 161 MAIN STREET•YARMDDTHGDRT•MAD7676 e 1508)362-2230 I506)362-980 .. NORTH E L E VAT I O N RTR ID I@COM .N NORMSIDEl@COMCASi.NET STRUCTURAL ENGINEER: EX PLATE TAYLOR DESIGN LLC .. STAMP.. . �N - . v'- :. . . I . . PROJECT- _ _. PROPOSED BOGERT --- _ +I 160 TERN LANE �. CENTERVILLE;MA. C 24410 24410 all EX RAISED FLOOR TITLE: 2'-0, WEST ELEVATION. ELEVATIONS EX:LOWER FLOOR — — — — — _ _ — — SCALE:1/4"-1'0" ' 0 1 2 4 - T PROJEC #' SHEET ' A.4 DATE: . . . OF . . . 06/13/16 7 a GENER AL NOTES . . .„ . . . . 1.ALL EXTERIOR WALLS SHALL . . . . BE 2z6 @ 16"O:C.UNLESS' - .. OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL . - - BE 2x46 16'O.C.UNLESS OTHERWISE NOTED. .: 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. . - .. 4.CONTRACTOR SHALL VERIFY- ALL DIMENSIONS PRIOR TO" _ CONSTRUCTION. CONTRACTOR - - - ASSUMES RESPONSIBILITY FOR" ANY MISSING OR INCORRECT B _ DIMENSIONS NOT BROUGHT TO `,. .' .THE ATTENTION OF THE . . - DESIGNER: A.6 i CONTI RIDGE.VENT' PROPOSED ROOF ('TYP. .. NO. REVISION ' DATE(TYP) ASPHALT ROOF . . . . SHINGLES 12 •. EX - NOR.PROP. 2x10 EXISTING TO MATCH. © COPVR GHT - -6 - .+ - .• 5�BII C - RESERVES ITS COMMON LAW THSIDE HEREBY EXPRESSLY RIDGE DX SHEATHING 15# BUILDING PAPER - . COPYRIGHT: THESE PLANS ARE NOT TO BE. - - REPRODUCED;CHANGED OR PROP 2x 10 RAFTS UT ENDS COPIED IN ANY FORM OR MANNER ---- ---- TO SIT ON EXISTING ROOF " WHATSOEVER WITHOUT FIRST OBTA NING THE EXPRESS RITTEN .4. - - . _ -RAFTERS . . _ PERMIISSION AND CONSENT IOFF . I�2 i..CD NO THSID DESIGNASSOCIATES 2x6: COLLAR TIES GUSSET W/ J X PLYWOOD HER @ EA RAFTER EITHER SIDE BUILDER: �� --------.— _ EXIST'G SOFFIT. AND APPROX. FASCIA TRII EX PLATE — . — . — . : . . (3) 2x10'HEADER U.N.O. t ST'G DESIGNER: NO EXI FLAT ROOF-RAFTERS - xTxsIDE CEILING REMOVE ALL EX STING WINDOWS. SOC DESIGN AS IATES' PROVIDE NEW'ANDERSEN 400 SERIES .' DISTINCTIVE RESIDENTIAL&COMMERC AL DESIGN . .� (�-' - - - - - - 141 MAIN STREET•YARMOUTHPORT•MA02675 -. .. �. , (508)362-2210 (508)312-9802 WINDOWS AS INDICATED +I - '� Y : - � � � � 3/II �T � - - � NORTMSIDEDESIGN.[OM PROVIDE 4 tG"PLYWOOD - � NORTHSIDEI@COMCAST.NET.. SUB-FLOOR GLUED AND.'. NAILED@ NEW.'FLOOR STRUCTURAL ENGINEER: ST'G EX RAISED FLOOR EXI EXTERIOR WALLS. TAYLOR DESIGN LLC „ . EXISTING CONCRETE sTAMP - EX LOWER FLOOR FOUNDATION PROJECT: - PROP. 2x 10_FLOOR 161I.O'C PROPOSED : JOISTS @ DBL . JOISTS @ STAIR BOGERT - TERN LANE OP G t CENT ERVILLE,MA. • ' ( YP.} . . ' TITLE: SECTION A w _ SECTION A' � SCALE:1/4"-1'-0" {{ 1: 4 - CT .PROJE #' SHEET y. A.5 DATE: OF : 06/13/16 7 GENERAL NOTES ' 1._ALL EXTERIOR WAILS SHALL . - _ . . . . BE 2x6 @_16"O.C.UNLESS OTHERWISE NOTED. . 2:ALL INTERIOR WALLS SHALL . - . . . . - BE Dc4 @ 16"O.C.UNLESS .. �. . . . . OTHERWISE NOTED. �.. � 3.CONTR ACTOR SHALL VERIFY ' ALL WINDOW ROUGHOPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY . - . . - . .. — / ALL DIMENSIONS PRIOR TO-CONSTRUCTION.CONTRACTOR .- ASSUMES RESPONSIBILITY FOR- - ANY MISSING OR INCORRECT . . . . DIMENSIONS NOT BROUGHT TO . � ION OF THE /1 DESIGNER. A.5 _ PROP. EXTERIOR NO. REVISION DATE WALLS @GABLE' . ENDS: xb @ 16" © coPYRICHr. . PROP. 2x 10. RIDGE Ts COMMEXPRESSLY uw Lv NORTHSIDE .r' RESERVESI - - - COPYRIGHT: . - - - THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR . . 1. .. . . - D IN ANY FORM OR MANNER. . PROP. 2x8 RAFTERS CUT ENDS PROVIDE wWHATSOEVERWITHOUT FIRST . ". TO'.SIT ON EXISTING ROOF - - - - OBTAINING THE EXPRESS WRITTEN .. RAFTERS. _ ., _ R N INSULATION CODE AS NO PERMISSION ONSENT OF ASSOCIATES. PER GUSSET W/ Y2" CDX PLYWOOD NECESSARY EITHER SIDE . . BUILDER: EXIST'G SOFFIT AND FASCIA TRIM' ---- - . — . . , . I. NA/ DESIGNER'. NORTHSIDE..'. EXIST'G FLAT ROOF .RAFTERS _ / CEILING JOISTS \� p: DESIGN - \ f \ /. . \ +I CGl ASSOCIATES . DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN \ I co 141 MAIN - PROVIDE J rniI 30 YARINOl/i(S08)3 INSULATION PER +I �1 )36 NORTHSIDEDESIGN.COM6 9 CODE AS _ REPLACE EXIST'G �NORT SIDEI@COMCAST.NET so Is z NECESSARY j DOOR 'W/ NEW 3068 : } IDNSWING ENTRY s/ TRUCTURAL ENGINEER: ' / :ALIGN PROP FLOOR: EXIST G EXTERIOR WALLS' DOOR TAYLOR TO REMAIN. / :W/ EXIST'G DESIGN LLC 16„ O 'EXISTING CONCRETE.. STAIR. PROP.- 2z10 @ C. STAMP" FOUNDATION. ' WELL. EXISTING SLAB . 'HANG, PROP JOISTS ON 2x10 LEDGER 'ON PROJECT' EXISTING WALL. ` PROPOSED !FRAI"IE 2x6 STUD. BOGERT ;WALL. INSIDE @ STAIR. OPIG 160 TERN LANE CENTERVILLE,MA. . i TITLE SECTION I SECTION B' SCALE:1/4"—1'-0" p } _ PROJEC T#: SHEET A.6 " DATE . . OF 06/13/16 7 Legend: DIRECTIONS: ZONE: From Hyannis - Take Route 28 West towards RD-1 ® Drain Manhole Centerville; Take a right onto Old Stage Road, �o Birch Tree and than a right onto ShootFl n Hill Rood: Area (min.) 87,120 SF(RPOD) V 4^ QS Sewer Manhole 9 yt 9 Frontoe (min) 20' s -0 Guy Take a right onto Tern Lone; Site will be on the Width min) 125' rt + q z rare left, #160. Setbacks: + ' r N Unlit Pole y r sy, y Front 30' Holly Tree O BRB - Rood Bound Side 10' + ' n x rx yy O Vent Pipe Rear 10' r *��' „� sysv`� O Iron Pipes QfTP Test Pit 0 Deciduous Tree ® Well O 1 TC"1 a� •a .1d� 34 �k�t�e P OVERLAY DISTRICT. ��°�' —OHW— Overhead Wires 1�- L �I A_ �Q '1 �(\ rem 6 ^ C /+ AP - Aquifer Protection District 25— Elevation Contour ( t7N1 P t: Coniferous Tree* e • �+ "� r �R= {, - .......S..... Underground Utility Line ASSESSORS REF.: i I1� �PIGIC� I 0 Dc Map 21Z Parcel 015 y' � FLOOD ZONE: . .. . � O zone X Community Panel No. NINA& • ' " .,,> N•, #2July116, 2014 J Location Map: - " _._. 0�\\ ,N ` Stani ous N/F 1^=z,000t' N ` 1 C) A & Croce A 0 \ (n McLean Proposed Mitigation O J—� 45 S.F. 3' Wide Strip 12 CMP 100.0' 50%Late Lowbush Blueberry 0) 1�O ----------------------- ---- ————— 1 Gallon Pot 3' O.C. -- c R=38??� Forced Septic ' `; �,� 50%Dense St. John's Wort c /Main , ! c.S.z 1 Gallon Pot 3" O.C. 0 8 32' 0 ' /1� \ Stockade k de Fence f �0�� to Z a O Water Level �. Arborvateo I'EI=33.7' (ByrGuage) c - po __ _— n1 ,. _ _ ... i � , __x 36x6 i t t UP Z 3 B2dr 1' I Barrier. ° Conc Block Drainag•e•�Easem en ;I } Paved Driveway , l Remain I �}� 1 20 Ide 1 I { Slate Slabs N-u t) See PB71/13 - _ 1, �' ) `Top of Wall 1�z \ ? :� To Be Rescin..ded '' t ( E1=35.7' ct_.V Fl ! i f' �j \ Reserved arcel + _ , t \ I nd Wo way Lo Fl +._. to b ) Removed..."*". / 1 Conc Apron'34.0' Stones 6.,,,, C 1 ro I J r m I+s/o I Cover to lt�_ 1J jf i rn „ j 0Q9 I Removed Tree:Approved o o• I n , \Walk to Rem I O :For errtoval: o I ° i O O x V 7- 4 Cf) N —.. ._ :Q I a 1 Top of Wall iW J Lo ,i I o EI=35.8' ^ U 6 it j .. Z o Septic 'TankS X r1\ c� be:Moved `� w' f"Needed ° I o m < ° { 1 r� 'Existing n LawnBRB i Q x N t y,_W/f r.._ ..._ 0 �` .i "� a Welling Mace Silt rn NI— 0,5' % PROVIDE II °' I (fence along `V to Shrub (n K DRIP EDGE I I xrsting Fence `v < T propose p t FOIE ROOF I Rroposed Mitigation 565 S.F. c Porch NN E 31 0 R NOFF II i ` 335-late lowbush;blueberry 1t Gallon Pots 3' O.C. a 33%beorberry H Lawn t f 4'�Pots 1' O.C. To Be Gallon Pots 3' 0.0_ W 1 33% Sweet Fern v ' 0' i .X 0 ovedv, i ' '! ' Edge of ' ! P 1� 1 GZ❑ ,CZ,' Proposed � ,i • Building' - -- - Lawn To Be I I `Top of Wall x , Removed EI=35.8' 15 °/--votea Parcel Area o Maint ined f (To Wall) 7 `� m Lake Elevation 12,840±SF o 1 EI=33.5,' ^(0 o cAe ke \ /V `m (� 03 BUFFER ZONE CALCUL NS .top of Wall EXISTIN AG PROPOSED \ E{=35.7 0-50' 0-50' STRUCTURES=1,986 S.F. STRUCTURES=1,909 S.F. HARDSCAPE=507 S.F. HARDSCAPE=437 S.F. TOTAL=2,493 S.F. TOTAL=2,346 S.F.(147 S.F.Reduction) 50-100' 50-100' STRUCTURES=526 S.F. STRUCTURES=893 S.F. HARDSCAPE=1,273 S.F. HARDSCAPE=1,143 S.F. TOTAL=1,799 S.F. TOTAL=2,036 S.F.(237 S.F.Increase) Notes: PROPOSED MITIGATION. 1.) The property line information shown was Required Mitigation Proposed Mitigation compiled from available record information. 0-50'Buffer 45SF+565SF=610SF 2.) The topographic information was obtained -147X4=588SFofmitigationcredit 610 SF ofMitigation Proposed from an on the ground survey performed on 50-100'Buffer or between 14/MAR/14 and 18/MAR/14. 237X 3=711 SF of Mitigation Required Total Mitigation Required 3.) The datum used is mean sea level REV.: Add Miti ation Planting Notes. 4 9 15 based on Wequoquet Lake datum. Remove proposed Dwelling & propose 711-588=123 SF of Mitigation Required Elev=33.75' on March 17, 2014. REV.: Additions to ExistingBuilding2/19/15 Reduce Pr000 Width sed Buildino_ 8 06 14 TITLE. Site Plan PREPARED FOR: PREPARED BY.• Proposed Improvements William & Natalie Bogert Ca eSury 78 Aleott Rd. 9 �11gllleeI1$ 23 West Bay Rd, Suite G At llivan cona.itin ,�� Mahwah, NJ 07430 Osterville MA 02655 v 160 Tern Lane (SDB, 420-3994/420 surv.c m (Sas)418.9,9A4•P.0.Bat689•7ParIarl07tl,OebMlb,W1 www.capesurv.com Barnstable (Centerville) Mass. Zo �° 2D Draft: CTR DATE: SCALE: ,� Field: RRL/KAR Review:RRL/PS JU�y 15, 2014 1 =20, Comp/Draft: WHK/RRL Project 1999050_Boger MITIGATION SUMMARY (UNDER TOWN OF BARN. CH. 704) ' + HARDSCAPE 0-50' HARDSCAPE 50-100' - `. .:-� ®�� DETECTORS x + _ EXISTING 2,327 SF 1,708 SF PROPOSED 2.029 SF 1 1,653 SF A = 298 SF NETBENEFIT = 55 SF NET BENEFIT - �I�_311Y - A .N,.T�B 3U"ILDIiJ' GDEF�T. DATE Wegiraqua r NOTE: 1200 SF OF EXISTING LAWN, PROXIMATE TO .Lake. .. THE CONCRETE WALL WILL BE REMOVED TO PROVIDE 2 Locus _ EXTRA PROJECT BENEFIT. NATIVE PLANTINGS - ao - - - PROPOSED UTILIZING CAPE COD COOPERATIVE FIRE DEPARTMENT. DATE +' EXTENSION SERVICE'S SPECIES UST AT,RECOMMENDED PLANTING DENSITIES d • `BOTH SIGNATURES ARE REQUIRED FOR PERPAITTI)la x • � - - PROP. RE-GRADING(TYP) A PROPOSED SILT FENCE REMOVE LAWN PROPOSED NATIVE VEGETATION _ '\ S88'32'10" 1081t (z r*) S8832'10"E 108't X APPROX. ,a _ X APPROX. EXISTING OPEN - NOT TO MA >LOCUS P • _ I HTAE RUBS _ EXISTING OPEN ' 1 ,' •• _ -. .. fNl PIER P'X 70' �_ c 38 [37 �, o INTERIM APPROVAL #6660 ASSESSORS MAP 212 PARCEL 15 PILE PIER 4 X 70 O , - r INTERIM APPROVAL#6660 1 as ao r f DB-0855 PG 154 —'{- DB 10855 PG 154 I j. (39). I. - 6, -S 1 a =-- -------- ' 1� I SAD - .. I tV �� 37 I - - , O DRIVE 37 - I I EXISTING ^^ ZONING SUMMARY \ l I COTTAGE I BEDROOM 12. 1 rn i o m ZONING DISTRICT: RD-1 1 — ---^\ I I = I x MIN. LOT, \ \\ I 1 I SIF VIODUSp I o 20.560 MIN. LOT FRONTAGE \ 16 \ I r LLt - P DRIVEWA I' r r WOOD I o MIN. L07 WIDTH 725' LIJ. 'OLL \ I \ ; I PLA M Z I a eF r MIN. FRONT SETBACK 30' Z. ! \ 1——i .r _Qo _ I rodaMIN. SIDE SETBACK 10' IAo PROP.RET. WALLJ am i ► 1 T.W.ELEV. 38't MIN. REAR SETBACK 10' ' I i I i III I LAWN ; .z..I I .I i - ; -(KEYSTONE OR EQ.) . - ..: '. r r I mow" I o I to ', ; NOTES W u a a ' b ' 1 SITE IS LOCATED WITHIN ESTUARINE 1 > o n 1 T70 > LA 1 i PROTECTION DISTRICT. Ia r• ip'BO I I I wi LA I 61 r (ijwO 61 m� z r o 15 Sy rn WEOUAOUET - . �Iw 1 i r o 1 cg I rzn WEOUAOUET Io. "I i 3 b Y 1 z LAKE VERTICAL DATUM: NGVD Iw 1 I 22�- ( I z LAKE. II W `� i ---- 6 3 rn o x1 s t' If1I ,.1 Q i e wI u'. r 11.A Td' i �r,r, ,1 r -1 NOTE: PER SE3-3410 SSOC (ISSUED .1999),`r r,.r, ,I I \I x� ^1 w u' _ s W w I �•• _�r - $ I > m Yn, - MEAN ANNUAL HIGH WATER LEVEL(WEO. t W W LAKE) = 34 NGVD. EXTENT OF BORDERING 1 v K LAND ABJECT TO FLOODING = ELEV. 35 (AT CONC. WALL ON LOCUS). I L___J £ EXISTING 1 g �,_ - a PU P CRAM. PROPOSED DWELLING + I -a _� .PU P CHAIN. ml'�I 1 DWELLING I m $ TOPIFNON. 42.0' .IZ' P EXIST. PIER (NOT DEPLOYED AT TIME OF 1- FlFIST FL EL 39.6' ,Z 1 - ?i - /. h `° I i� w ., 1 1 �� low � SURVEY): INTERIM APPROVAL #6660 1 HOLLY �I F � L Z I � /! � c 140� � I V REMOVE LAWN(1000 S.F.t) - TO DRYYWELLS OR TO DRIP TRENCHES ALL ROOF RUN-OFF SHALL BE �D U Ifr I PROPOSED NATIVE - / u 0 I/ 1 . 1 \ . i. I VEGETATION - a -\ I •E� - 1 , I ' WORK LIMIT LINE OF SILT FENCE TO BE I STAKED IMMEDIATELY LANDWARD OF vimILLY 'r - i \ EIUSn CE GUY 1� o [39) \I OT AREA . EXI CE CONCROF SANETE WALL D BEACH AND.AS SHOWN IN AREA '. GUY^ I LOT AREA 1 LAWN/ 1 WIRE I• 0.38 AC I : . WIRE 0.38 AC ,. - .1 PuCE 9 �+CE REFERENCES • . • \ x o .PROP.STAKED SILT - - ONG O FENCE- h m..,; - ; , n \ `. _ • - II .. FENCE ALONG LINE I. 14 - - BOOK 1 A 126 PROP\ I S)27 '14' PLAN BOOK 88DEED BOOK PACE55 13 154 . 2p" f I �Y42pF ' I \ PLAN BOOK 147 PAGE 113 FE-)OS7nNG DWELLNG \V`' - • \t' .. " off. ' - .. ' \g \ \ SITE PLAN \ - \ OF. .PROPOSED SITE PLAN EXISTING CONDITIONS 160 TERN LANE 1 — SITE PLAN ~ - 20' CENTERVILLE 1" = 20 PREPARED FOR OffIE' AKRO ASSOCIATES. I I-508-362-M sot DOJALL' 4c�, soi DANIEL ys 4 - fax 506-362-9880 { OJA� A. m` .Eowncape.com p i3 awL Na no SEPTEMBER 13, 2013 � f ows eape eAarileeriol %/M, 'a r 'v REV. OCTOBER 2, 2013 Ctvt[ engineers F _ O�'ONA E0.G� 'cE5 land surveyors (�-L-Zo)3 ,rr,�Y Scale:1"=20' CONSERVATION 939 Alain Street (Rte 6A) - OWNER OF RECORD: WILLIAM AND NATALIE BOGERT - DCE #13-093 YARMOU7HPORT MA 02675 DATE •DANIEL A. OUALA, P.E.,^P.LS. 0 10 20- 30 40 50 FEET - , Areas Notes General Notes Basic Wind Speed-Barnstable 110 MPH Foundation Footprint 2,512,SF Ground Snow Load-Barnstable 30 PSF Wind Borne Debris Region No First Roof Dead Load 10 PSF Mean Roof Height(addition) 24'-0"t Garage 1 - Floor Living Space ,685.SF Total Roof Load 40 PSF - Roof Angle 22.5 • . Garage 826 SF - Wind Exposure Category C • Decks 509.SF Structural Lumber: - Height and Exposure Coefficient - 1.35 , •, Floor Joists and Roof Beams _ Second Floor Building Area 1,230.SF Fiber Stress a 1,100 PSI - - Climate Zone(all of Massachusetts): •' 5A Living Space 540.SF - Modulus of Elasticity a 1,I00,000 PSI U value(maximum): - Windows .35 Storage and Mechanical 690-SF All Lumber Exposed to Weather to be Pressure Treated _ Ceilings :030 . - Walls _060 ` - - • ,- Existing Building Lot Coverage - 2.404.SF - All structural connectors as manufactured by Simpson Strong-Tie Co.and _' Floors .033 _ to be manufactured from Type 316L stainless steel including nails and - y Lot Area=.38 acres 16,552.8 SF - bolts-rated for high level of corrosion resistance. Windows shall be Andersen A Series,sizes as shown on.plan ' orman •t ' Proposed Building Lot Coverage=18.2% 3,020.5E - � � Pe ff ce Class-LC - - • Weathering Potential-exposed concrete: Severe Performance Grade-50 _ - Use 5-7%air entrained concrete: -3,000 PSI - Design Pressure-50 • t. Glass-High Performance,Low E • - - Assumed Soil Bearing Capacity 3,000 PSI U Factor-.30 _ _ - 4Z�88 (coe,ceZi F-) 31 ' 4•�„ 71 L1, , -7- l,_Ll` .7`-Z" -7 z,l' 'Z`1" 41-16t .211.81 Z3,_cn - _ —.- -'; - • - - • - 1 ` I TO /S�x It-"c kax oP.VENT _ r0 cecW1,-hP•VENT - IAP41 comr- Ice-(tYR\I _ -� ---- --- — ^'L, , .. r �. r - -:L• o Z"'R1,ey.I.l.lwl..ata ccvnpred r`4 r 7t- rr - ----- ---- -- ------ - -- N Y -- -conic. rT6.T/P EXGEPi"�'• � I -. - - (}(.",coNG. fcV Do3i E2. I r PPrivloC.UC le£ HT W oTd _ I ON Ctt.55.1:VAF'G"z eETZ`�CEe _ S Poectil�•�sa+cET - - - ° ,1 •61 (VA-':�V-5Le>C< 15 r3%¢r_✓£N 1N76S1R14) --- —•- Uc,ItS F�xluE�S Ev Fa-'c% or 310 - .. 2"'ilL ZIG1D IN7UL.OpI'/ J I �� S4 ¢sc0 Irl cPc,.>L SYoLE - .. - ---—_—— ——— ——— —— —— t---------.---- Eo -- rt = --= T \ t-R� --- o } _ ° - I I w - • Z_o^ l�t_5 [} 61. - 16113 ' 1 , .. g v _, N - _ 4t(/JNG.qLA4 W/LXG L G tuW,y.. d ON&Mlt- Poky. V.S. 014 !A LP'r.¢ - OF�'1 COMFPCMV. '5TQ4F- 'n I I .,'--::<. - CA)•1CeE'I'f -{1f_T4 P• +•) . Q-n 1cp - 9Llo 10a - Ztl-1& t� 10° Icf .. - --— _ - -- - --- --- ---- -- I— - • • v • III _ _ _ .. 1 �n - - - T - T a ,, 3a zpT. 'fOPiA New Home on Lake Wequaquet for s. ' oUNDLYION PLAN NO-Tcg Bill and Natalie Bogert ate.xn` �zo13 PTel. RO ASSOCIATES ARCHITECTS a �� 160 Tern Lane, Centerville, Massachusetts stview Terrace,Marston Mills,MA 02648 TRm"r Fax: 508-419 1217 t= 1 OF s 13oy ' I 4`•G° _ 3P'-On '1'�IOn 22r �n • ,231_(en _ / 1 n I n 1 n n 0 U I n 1i a I d i 1 11 1 an I o It 1 n !e 4-/� �' �(o" Co'-b' G Co-0 I Co G'-9J G G-SS G �'-a � I-S � 4s-9 13-4 4-� !I-� - S-�} i" � ACN z85�-S- f1cN2ataj-� - t II V _ - ral Z�on 131-0° Gn d' ed 3�4p DINING ceEo - — t.Nll'G Ati;E4 4 gtneoon't L J ^y Pa+zoge-c V I. '61 - GT IIoRDWCpD — - .. I A NPZDWooD. dD -\9 1 n'I I 1 n. I n n r n n , n i I q P O - - z-t !o' 5-1 45=�' Z G 4. -5'-811 4's ..4- ° 5-O G s - • - &768 c - - ———-- FXP.BEr MuASdc ° O 40) POT1Ez`(,RCOM N - d- _ cEFAMIC TII-L G.'f• H�ZOWD. N IJ 40G8 • - v -F r f _ ._ SNEEf vINYt-. _ up .. , a . ° 'N. . . , 11• , 11 1 n a n dl 1. \l n- :. -, to-to 'x4 � 4-a -�-0 4� � 7-8 -4 S 3•G- 4 4-G O • =p TI H.B. BEpEc�•M 3 � t s ° 9 1-tl s 4°- -III 6 . .t(.I-tn --- - Hc2owm�. 01 {\Glizb3b-Z- - r >O -o - r - • _ Et`tfK`/ ILK s(oerc� J - - „.H LL 3-1oa s'-4° z=L° &1- to G° G'-\O° Gn !o'-lo"- 3`5,\ 5'-4° �'-�° 5i4`° -7 l' r - • ADN try{b-z_ IAtH zfRB-z - npp z3>q-s-Z » (. I . ti .. ..; 'GPI`1GZE I!:_:'PPeoN. ^:r - .. -' • :. .. Z9\ d' A New Home on Lake Wequaquet for �"°''�- � A' 3 Ana aroz wn Mc-re � Bill and Natalie Bogert AKRO ASSOCIATES ARCHITECTS ° 160 Tern Lane,Centerville, Massachusetts -e 27Eastview Terrace,Marstons Wills.MA 02648 Aiot Tel.and Fax: 508-419-1217 z oti a n.13oZ -Oil - y b. n n i it 1 ) 2't.I 4-la 4-4 15-4 _ 1 444° Z I'ilV. iZ Iii .3111' I 5'-4 -1 L•O I-6 r 1 •• _tr 'AoH 2S 44-5 _ h—�nG1-----' t - k I e '_ L` I -� T w.• .. - � CLikKf`(ae O - - N� ,_p n n 1 11 q 8 4 ZI-O 4 4. 15�{0 -ram !o 14-L �. N:$ a _ - Q I T _ _. �LZ• m 1 .Q/Rift 4 l •.M O I I MA'fffS BEDRooM " n N v �CNIHr1E-y-rLUfi. .. 0 11 y v LL ^ 5(Dtt@4t; U�tY'INISHED ` , JN xt wa -� n w —rlo FxgI5 N a _..•1 i• .; iN'7y''1 � `n n n 1G•1 a�• — - { " ° u1�rt�ey sT�ecGE. rl I IJ 9-1 1 r" P a ta UNE CF WcL.PkI,GW _ ._. _ ._. • WL-LL �E ' I Si-3n Z!on axon Z:p` -l�gn. el-4° 3'-i° 3a-�� 8i-o° 3'-�n. Z1onlie c 5-3_ - A Z _ IG-1" -I ISa-Zx s A New Home on Lake Wequaquet for Bill and Natalie Bogerte:�a wa»Zol� PAKROSSOCIATES ARCHITECTS a -- 160Tern Lane,Centerville, Massachusetts errace,Marstonsmills,MA 02648 . 08-419-1217 l , L1 11 E0 0 " BIC(q r�uLKrtD-slzE I5 �, • Ti ner�ro*•Ic.•ro cen� _ _ I - _ -µ • Rl4tiT 51� (%I.EVA'(IGN R�,+iz'��UDc(\ON - L�� zjl`I.� EL>;v�-r I o� _ I/$� 1, o_-_._._.--._-.--.— I/pro=i�_p^ \ I�Fi° c 1'L-OBI - • - -• - Y42'L�IL TQIM-FAS-G16h�lnzrlkS p.:xQl'h�WINAOw T21M,E�'PL-SEE fYDTIT C;LT✓YATION - _ _ "3�LP!%WN G+J IXG d - .- . • - - - BOC CL6 J ST - F . •* HFZDI�SRYtaGI& SI DING ❑- [71 M 1. ElL x R , AsrHc�f L$ _ . Ix4 ola 1><tZ Ix4 ON.Ix Iz. Fit., _ -Tor Sour- • •� - _ _ Ix4wu�Telr� ' I ` .1 x 4 WDW.7RIN N • � 2x SILL T>:1 —_ fxG COCTI C 8'�D. . Z'. SILL-(I ln=k mum 11P>'ti�E SHINCL£ 91Dtr{4 rGQ 5Ul3l L, • ' _. - I �—__— --_,--� ;I- - ,f - . . - ' SIi1NGEY>FDnI. _- - 7�—t------- ---- —1_t—�--- ---_---- -- -- ---- - - ate— _F Fig- , -- --�.--_—_-_ ��_--_—_—__— _---'- ------ -__ —� A New Home on Lake Wequaquet for _,� 1✓Xi �zl� vPT1�Nh Bill and Natalie Bogert =�_ o13° `°� FTel. RO ASSOCIATES ARCHITECTS 160 Tern Lane,Centerville,Massachusetts tviewTerrace;Marstons Mills,MA 02648 `dare W Fax: 5W419-1217 F oP FS "j w 1307 \ - - - bvF2eulr_-r emP sTtvcrLe��2x s's e l�"� Gf>,v1 — J5L-w`/V•D 5F�S`Mucrugc�DW4e L 'S1*'1G L: Gt1 15t -- FFLT -- FbR - ' - Zxb cLc,301sT5 e�l _ - f U5E-�G� c WDSER SHIELD G At-l�.P�GF{;IY,�S �VNLEyS MIN. 3a WIC . wil 3& PPLK 4_Yc4'A✓t\LLr.Y9 F I DowIJ FASGIP MA7T£Q E£DeLbM LCUNpeY fi-_l.q =k$ ALUtAINvtA 2cG ED4v_ - LR�WN wcuu:> P'Vo5Cq - Z_13/4Rx tt� n Ix4 DN tXIZ PLEiG Fc`ytA - .. _ � LVL aM 5� POT.cLc,Soisf Ssr,N '' ta�EK SOFFhr W/COJtT".SGFFI1-yell Ix4 I'FIM 1x(o L�ZEK'f�M ON I RpGicErc' P09r SE`/oN D . \~v✓ - I LVLPEPPA - ZxacLc. -I/Z'Fl.rsfse.orc� }IY>�IEsHINGLG SiDIN4- S�EtFa7vPE AS - W/SKIM co�Pl .�Lfl ZiP WLy,L SNFCT}FIU4 - . . 5 I-z LIYII`iG ARE �oYF.2 ErITRY l7ECK - N� — goN ILE wrffcr[ SNtfctA a UP Wort V`�' z.lo f��1 JSTh 51 �Glcr»fIEEB INSUL. a •. - - .-iQ t�VPf��P.Pt?eIZR- - ,. - � BWMI>.1VM 1'tFShUNC E SIIEp VEN T _ _ Slsc(orl Ti�w LVL UNA s - �j iz - ZxGFFDT^INC tlolto.G ;i. 5. A5PNNThHINGLE/orlt5. 1E6T G-' s�g FcYIiJD T4C•: '.IIEFTftINC a I s�4T�G PLYWRgu6FIfi� Zxto•pFfTsSh ——— — q .. E SOP SuPhL� F L 'ELF" DC•� ON ItIL FAYJD ~ I JOI} tstzel. I c •~ Y625o.-LAM Y051' 3" Ge�wN I ''7:+tlofLagr-JOIMh �J 18° }X& AZ AzEK Tenn - - c oN 1°BPGIcEtz- r HipBEOIn � s -. � -��nPIx3 F�Na e! O-C,7. ._ _� r�inzIRVN.L•sHEcRNING — PLAN S£Gft07 t I HRU P y /. --FUL.v_HICK I-L"A nl3fz IPIhUi.W�V.D_ - - - r SEE 51eva u¢pL FOs 4,E JOiscy_ _ 1 - - _t ` - ZxG feAMIrIG G'' Ikon R.G. • ' - - - -F • - 7x8 CLC. JOIS15 I I - - --" 3 I'IAEt�ESHINGLfc SIDIN(r-SUC�Ct• /4'FLYWC2>-T.6 SUDFLom Gd uf_ NPIL - ,' I I FMISH�tGbzlNrc. S `, 5Toe6GE UNfIMiS11ED t I -"for_F_505f 0— PT FWF-I.ON 51u.6"L LVL SEntu I 'fDP of PVta. U U 'foP of Ft;V4.EL- 4Z.d-- ' - I - - _ 2x 10�SorSr(7 �•• -cEMGr*ittiDrri cot<rila4�/•_Geb� ' . slay°.4u zl Ft z INSUL W/V.V. APPellr.6e61x —!I C1_ + o.•: ( =III �.: ` ZU KIGID I1,15ULAnON aN Zn'LIL 64N4 DUhr COVE(�-Gi{. _ r'^ DPMPt'ue'r5r MCI - _ I -GLASS 1 VAPQe KEToRvE¢.. '•.�'.. - LVL BERM 1 - V".WALL A5 E5014P WeAP .x. GQAUtL 51�[k k i ToP of mq, e' \ r b 1 • ` r . ' _ .. -4 t8c007- z ,• �� V $n.00b:n_ goT. e-F`f(G. eL:35o1 8 15U I L ;')N G.Zjg_�)DN C� o c _f-/PIGDL WALL 6EG'(1 art - : _ " - ;' - 5E'e 1TP-11CrU¢L`L DU)C9-Fo>: >=EIN,F02cWG c (PNNEGTOeS _ A New Home on Lake'Wequaquet for � ; . �TtoNs De rc'L Bill and Natalie Bogert $-°M4702G P019 AKRO ASSOCIATES ARCHITECTS 160 Tern Lane,Centerville,Massachusetts 27 EasMew Terrace,Marstons Mills,MA 02648 Tel.and Fax: 508-419-1217 - 5 of b �13DL a ' <IM'CST r-u-mL GN dwM.F6DSH`G nQN.G" Q I�Z"PU>4rEID S�LRR _ CLL�1°t7N C Zx•4 FePMING GIG"O.G• • - . - •{ CGNG.5LP6 w/CexG L x a c,Ex Vbx f eE Fc=f I <oNce�(�L �rt o11-1 To 5lla —_-- PPPE D LVL AEG M _ Ix I6G� , GROLti . Wlz - - _ Z.x 8 JoK-ri e - _ amply( tiaN�,EQ •.:', s � 8 ° I I II��` - .I�.D� - -L- =,a- _ °• i-fil III ' `� , _ 11 • _ • - .. - - t ��fKuCf�etw Fo>;coNr+EcfbeS - - `` CLNfILEVER CtvrRE2•(bP IZ�GFH°'�IFE SIWi - _ ' (8 C - - � - - • L�LK .1.EDGI�P, D�rAlf- �-- At'eort D>%t�l� (�- 0 3/4'=1'-ox Errrey MCK L896E2-51iAIUAe �4"-1'-0� sE� euvrGect Fez REIN�cec!NC, « .. 4hxx2o.VF 18 r3G 16 BL IBEG Itjl t%6' to"BG ... .. • - a ` - ' ` krrcN6N GIEVA-(tort =t•�j _ �; • - - - - - -,I/Ln�11=d1 c +•• c r LVL.RIDGE 6CyO40 - - • 1 0 ILM1N.�. 3Ox W.G.ayFK-= S3"W.C.C4°GY 3yy�Cf'OW N` 18°W L 3L,W G ¢WG Ltl�tS°COEf.JE2 LVL HIP W-tA . _ 3/a GeaDN MIQ�U1DvPi _ -'5W.-/°VEeUl L4 k 5EYOrIG - j—TYP.EDVE-SEFi e . • / �/ �\ � � �\ - \ / '\ � \ _ 1, " . -: .----Zx_to ertasero zxa z.IG sste e1 o.c. e 5 594 3°r2EK ce a 1._ 1/a"PwfW-p-ter. / I+c fi 0. ti0 CH I t3 SYDFWIW. To,lf"eg " p wt NEnf7E� — ASV,.Ft?S.WALL' o • `� ' - ,>(nll 'tm2Di�1�T - GKG POA.BEY. s' 1' <ACL GFi r . �EPfH w/WCW GCBIN ET .. r F Ile fu"NTm vp W/5KIM CCa'1' '(OP H-9E AA5.VL. 3o"wCtt.cvfrl 15° ' 33�RED - t/a4D3 33�IS6 z4"r�.W. 241I SG 3,o°BG/ISAITt? 3GIl_S i — - E I � - ` Y zq u. °- - ;t. . -.r1_LT - •' '_.. , _ tsOT.ffC.`EL.35.o I/Lt Du)LD INC' Se-&-OoN A New Home on Lake Wequaquet for VVILDIMC, SEGTioN, DisFdtLe, KrrcH> rt '✓Lrwecflot�5 A5MOTE- O n Bill and Natalie Bogert AKRO ASSOCIATES ARCHITECTS a r z t .. 160 Tern Lane,Centerville, Massachusetts 27 EastvlewTemce,Marston Milts,MA 02648 mm __ Tel.and Fax: 508-419-1217 G of 13oL o — _ r , . /� I " 0/ _ KITCHEN I \ Y2 - _ o G 4FCI ou l:F-TI It k / ''ppqq ,pqp-�LUP 1J5[THEQRzor�F OUTLEI / \ M' —�F,4 ; _�/P.S, F�EGELCN ' tCET I O F - UP To LT. I \.., \ ' 4Z" tilt-r Povc LLOO— ` / /• q ° 1 s• -, ( \ - an/vl.ex e�L2PTFc LE- I Via/ . � . Go U ' p 5�efncE rfnUNtt fl LT.Flxt-'e� 6£GE65Eo i.-(FIxTUeF� + - �G<•uaC.E POa� - 3 tY sWlr�k , . Co 9y sutF+tP� q u 3!4•IP% 5W ITCH• - ' - IIIJJJ 1%NtR�! DEctc / � sTOQccE. • - � �Ma/LwNt - _ O FU5" t5utfoN _ 1 DEeeg a-f- Full..SFQVECv& UN TD PoST LT6 i 1 m2 vto6- g ro2ceLpN-soc;cET, UGHW �2hr f�.Powrz 4 b(�N71NG PLOP{ gvEPny c�7pEt=tiE� tN cRrwl !>n— 12E� To --- r - dT L�LCEdyi 1CNEt PEcvim. I-�4 NEC2 F�tr h� FL•NEt,. A New Home on Lake Wequaquet for FI�sT Powez ,f Llcttf�rtc, PLcyt Bill and Natalie Bogert C\C.. ,4 _,,�� AKRO ASSOCIATES ARCHfTECTS.160 Tern Lane,Centerville,Massachusetts 27 Eastvl—Terrace,Marstons Mills,MA 02648 07 Tel.and Fax: 508-419-1217 - 7 OF i._e m l3p2. ` ur�flr��SHEo 4 L F71 LAUND2% 5-r0-C, A New Home on Lake Wequaquet for. ' eta . Natalie R ! eyab°a0&4� 7- (0) C3 NoT 17 ...o,m.. P. s Bill and Bogert Pand ASSOCIATES ARCHITECTSzoi� 160 Tern Lane,Centerville, Massachusetts errace,Marston Mills,MA 02648 gym% , i 08-419-1217 ` g of 5 l3oZ CONCRETE NOTES , _ GENERAL NOTES � WOOD FRAMING NOTES a ` 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WTM ARCHITECTURAL REQUIREMENTS OF THE OWNER.MECHANICAL ELECTWCa-AND /.CONCRETE MIXTURE.FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF NCI 301 (LATEST EDITION), 1-ALL FRAMING LUMBER SHALL.CONFORM TO THE LATEST EDITION OF THE AFPA'NATIONAL DESIGN SPECIFICATION FOR PLUMBING.INCLUDING THE FOLLOWING GOVERNING STANDARDS: UNLESS OTHERWISE NOTED. - WOOD CONSTRUCTION".AND SUPPLEMENT'DESIGN VALUES FOR WOOD CONSTRUCTION'.LATEST EDITION.MAXIMUM A THE MASSACHUSETTS STATE BUILDING CODE,BIN EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER AGENCIES HAVING 2.CONCRETE MATERIALS SHALL BE TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES_CONCRETE SHALL BE MOISTURE CONTENT SHALL BE 19%. ' JURISDICTION. AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH.(FC)IN 28 DAYS.WHEN TESTED IN ACCORDANCE WITH 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS.PLATES.ETC.) l ACI 318-LATEST EDMoN.SHALL BE AS FOLLOWS:A CONCRETE WORK-4.000 PSI(REFER TO CONCRETE FORM DECK SECTION FOR SHALL BE PRESSURE TREATED WITH AGO PRESERVATIVE OR APPROVED EQUAL TO MNIWM RETENTION OF 0.6 PCF IN B.ASC SPECIFICATION FOR THE DESIGN.FABRICATION AND ERECTION CA STRUCTURAL STEEL FOR BUNTINGS'.LATEST EDMON- CONCRETE SPECIFICATIONS FOR DECK SLABS.) ACCORDANCE WITH AWPA C3. C.ACI''BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE-(ACI 318-LATEST EDITION) • 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS.FOOTINGS.PEERS.ETC..SHALL BE 4-.THE MAXIMUM CONCRETE SLUMP FOR 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING..DECKING.STAIRS,'RAILS.BRACING,ETC. STABS SHALL BE 3'.EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND DECK SLABS.A-CONCRETE SHALL BE AIR SHALL BE PRESSURE TREATED WITH ACO PRESERVATIVE.OR APPROVED EQUAL TO MINIMUM DETENTION OF D-THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS DIA) ENTRAINED TO 5X(♦/-12). 0.6 PCF IN ACCORDANCE WITH AWPA C3. - E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. 4.AL MIXING.TRANSPORTING,PIACNG AND CURING OF CONCRETE$HAIL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS Of - 4.ALL CONNECTORS,CONNECTIONS,FASTENERS.ETC.USED TO SECURE ACID PRESSUE TREATED LUMBER THE CURRENT AYERM/JN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL 2.THE CONTRACTOR SMALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL ROOKS.ROOFS.WALLS AND ADJACENT PROPERLY AS PROTECT CONDITIONS REQUIRE 5,NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR ROOTING. 5.THE FRAYING LUMBER SHALL BE OF THE COGNIZING MINIMUM GRACE AND SHALL FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY. RECOGNIZED GRADING AGENCY AND SHALL BE 16LN DRY. 3.ALLND CONSTRUCWN IS SPECIFIC CONFORM TO ME THESE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN - 6.APPLICATION GROUT SHALL BE NON-SHRINK ER NON-METALS MAIM A MINIMUM COMPRESSIVE STRENGTH OF 5,00E PSI.THE MAXIMUM ALL WOOD OVAL MANUFACTURED EDNOS.SILLS,PLATES.BRIDGING,BLOCKING ETC.SMALL BE A OWAB OR VERSANDING I - STANDARDS ABSENCE OF SPECIFIC TESTIS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM;THE STATUTORY APPLICATION THICKNESS OF GROUT UNDER COLUMN BASE SHALL BE WJ'. STRESS SSO - MANUFACTURED BY 8015E CASCADE.VERSA STUDS$AWL HAVE A.MINIMUM ALLOWABLE FIBER BENDING t, CODE REQUIREMENTS. STRESS FD-2.650 P51,AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc-},OOp PSI;AND MINIMUM MODULUS OF 7.REINFORCING STEEL SMALL BE NEW DEFORMED BARS CONFORMING TO ASTM MIS,GRADE 60,EXCEPT WHERE NOTED.ALL REINFORCING ELASTICITY(E)-1,700,00E PSI.SIZE OF STUDS PER PUMA SPECIFICATIONS. a r 4.ALL.MATERIALS AND METHODS OF CONSTRUCTION SMALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR TESTS.AND BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. BE REPLACED AT NO ADDEIONA COST. 6.LUMBER WHICH IS SPLIT,CRACKED.NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE MATERIALS. IMMEDIATELY _ REJECTED AND NOT ALLOWED FOR USE UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY DISCREPANCY BETWEEN S.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE - SPECIFICATIONS.LATEST EDITIONS. PROCEEDING WITH ANY WORK. • 7.ME FRAMING LUMBER SHIAU BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS.REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL COVER: y • - DETERMINE REQURM OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL BOTTOM OF FOOTINGS 3' - - FOR AL OPENINGS WHERE REQUIRED.THE GENERA.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM FORMED SIDE.OF FOOTINGS 2' _ DIMENSIONAL LUMBER - _ THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEERS IMMEDIATE ATTENTION FOR REVIEW, FOUNDATION WALLS - - 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DEIGNED FOR IKE FOLLOWING LIVE LOADS: ` SLAB ON GRADE 22"BELOW TOP SURFACE FOR NON-EXPOSED MEMBERS-- A GRAVITY LOADS: -•r" i 1�OT COLUMN ANCHORBOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DEIGN PLAN.ALL COLUMN ANCHOR BOLTS SHALL BE, _BOOR JOISTS B BEAMS p2 SPRUCE PINE FIR -GROUND$NOW:30 PSF , - - ° -FIRST h SECOND FLOOR LIVE LOAD- 40 PS FB-875 PSI,E- 1.4E6 PSI -EXTERIOR DEC(LIVE LOAD-AO PS 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE PROTECTION OR -STUDS Q2 SPRUCE PINE FIR B.WIND lLAO[-CONIROIl1NG LATERAL FORCE](PER MASS..GUIDING CODE AND ASCE-7): - HEAT IN COLD WEATHER AND WJNNAN PROPER CURING PROCEDURE IN ACCORDANCE WITH AL CURRENT AC CODE OF STANDARD FC-115E PSI,E R 1.4E6 PSI - WIND SPEED- 110 MPH: r PRACTICE SPECIFICATIONS AND GUIDELINE- . r -EXPOSURE TE -TIMBERS AND POSTS /2 SPRUCE PINE FIR BURRING CATEGORY I->IMPORTANCE FACTOR-/.0 CI AL REINFORCING BARS SHALL BE COLD BEM IN ACCORDANCE TO THE PROPER RADA ESTABLISHED BY THE AC-UNDER NO S.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. - CIRCUMSTANCES SHALL.HEAT BE APPLIED TO THE BAPS TO OBTAIN BENDS. (5%5 R LARGER) FC-500 PSI,E-1.OE6 PSI r 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPL sTICIZED MIXES•AND ONLY IN (-DESIGN VALUES ADJUSTED ONLY BY CM) ' ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. ("DESIGN VALUES NOT ADJUSTED) 14.ALL CONCRETE SHALL BE READI-NIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM CIII6.SITE uwNc IS NOT ALLOWED. - e - - 8-CONVENTIONAL WOOD FRAMING(WHERE SPECIFIED)SHALL BE SPRUCE-PINE-FOR,GRADE HNO.2 OR BETTER WITH AN ` 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING 51EEL IS TO BE PROVIDED. REINFORCING SUPPORTS SHALL. ALLOWABLE FlBEFR BENDING$TRESS FD-875 PSI,AND MWWM MODULUS OF ELASTICITY(E)-T.400,000 PSI. BE OF PROPER HEIGHT.LENOM•SPACING.SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK.WOW.OR OTHER NON-CONFORMING - - - FOUNDATION NOTES „ REINFORCING STEEL SUPPORTS BE USED. - 9.AL LAMINATED VENEER LUMBER(LVL)TO HAVE.A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2.600 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM 1.ALL FOOTINGS SHALL BEM LEVEL ON COMPACTED CRUSHED STONE ATOP UNDISTURBED OR PROOFROILED,ACCEPTABLE SOIL OR - ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1.900.00E PSI.NSTAL LVLS IN STRICT ACCORDANCE WITH THE COMPACTED STRUCTURAL FILL,HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2.00E.LB PER SQUARE FOOT.ACCEPTABLE MATERIALS MANUFACTURER'S INSTRUCTIONS. - a ARE CONSIDERED TO BE PROOF ROLLED EXISTING GRANULAR FILL _ STRUCTURAL STEEL NOTES - 10.DETAILS OF WOOD FRAYING SUCH AS NAILING,BLOCKING,BRIDGING,FlRESrOPPING.ETC.SHALL CONFORM TO ME •• - • 2.SUBSOIL BEARING STRATA SMALL BE FREE FROM ALL VEGETATION,LOAM.AND ORGANIC MATERIAL AL SILT.FILL,TOPSOIL AND OTHER 1.STRUCTURAL STEEL'ROLLED SHAPE SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS: LATEST EDITION OF THE NATION&DEIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(ATC).AND ' UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROMRSUBSTITUTED .THE SITE AT AL FOUNDATION AND SLAB-ON-GRADE LOCATIONS. 1 LL - ARCHITECTURAL GRAPHICS STANDARD BY RAMSEY'A SLEEPER. 7 . - SPECIFIED STRUCTU COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. ASTM A36' F A ANGLES.CHANNELS.PLATES AND MISC.FRAMING MEMBERS. .. - UNLESS OTHERWISE NOTED.,(MINIMUY YIELD STRENGTH FY-36.000 PSI). '11.AL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY.WEYERHAUESER,BOISE CASCADE.LOUISIANA ° 3. T BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABO'VE7 WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 2.00E IE PER SQUARE - - S PACIFIC CORPORATION OR APPROVED EQUAL • - • f' - FOOT ARE ENCOUNTERED,THEUR UNSUITABLE MATERIALS SHALT BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND ASTM A707 GR.'A' ALL ANCHOR BOLTS.LAG SCREWS UNLESS NOTED OTHERWISE , e APPROVED BY THE STRUCTURAL ENGINEER--• - - F ` 12.WHERE DIMENSIONAL FRAYING LUMBER IS RUSH FRAYED TO ENGINEERED LUMBER OR STEEL GIRDERS.SET THESE 4. ASTY A53 GR.'B- ALL PIPE COLUMNS(MINIMUM YIELD STRENGTH FY-35.00E PSI)- ° GIRDERS 1/4-CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE LA - LA DO N07 REMOVE ALL FLOOR BRACING OF CRAWL SPACE FOUNDATION OVALS.BUT YANE ADEQUATE BRACING TO WITHSTAND EXISTING . LATERAL SOIL PRESSURE UNTIL THE NEW ROOKS ARE IN PLACE AND COMPLETELY CONNECTED. ALL ANCHOR BOUT OR FASTENERS 1N CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALATON,AND PLACEMENT OF ENGINEERED LUMBER 2.GROUT USED UNDER COLUMN BASE PLATES SMALL BE NON-SHRINK AND MON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5.000'PSI. PRODUCTS-PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR a 5.ALL FOOTINGS SHAM BE PLACED ON A 6'LAYER OF COMPACTED CRUSHED STONE ATOP PROOFROLLED ACCEPTABLE SOILS Qg COMPACTED IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM APPLICATION THICKNESS OF THE CROLR SHALL BE lYA INCHES. WRITTEN APPROVAL BY THE ENGINEER. STRUCTURAL FILL COMPACTED TO 95%MODIFIED PROCTOR DENSITY.AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKEILL UNDER ANY - PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN V TO LY LIFTS OF 95X MODIFIED PROCTOR DENSITY. - - 14.WOOD STUD WALLS ARE TO BE 2.4°16'O.C-UNLESS OTHERWISE SPECIFIED ON THE ORAYAN(S.ALL AAFIERS - 3-ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AIW SPECIFICATIONS FOR DEIGN• AND JOIST SHALL ALIGN WITH WALL STUDS. 6_THE STRUCTURAL ENGINEER ASSUME NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS.CONTACT THE E.O.R.PRIOR FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL CONDITIONS.OR ENGAGE A LICENSED GEOTECHNOGAL 15.AL RATERS LE JOISTS SIEND ALIGN WALLS AN WITH SLURS BELAY;WHERE REQUIRED INSTALL ADDITIONAL ' ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS- 4.ALL WELDING SHALL CONFORM LD THE CURRENT STANDARD OF THE AMERICAN WEEDING SOCIETY(AW.S.)..Al SHOP AND FIELD WELDS MAST BE STUDS.USE DOUBLE STUDS A RODS OF WALLS AND ENDS OF WALL OPENINGS. r - MADE BY APPROVED CERTIIED WIELDERS. - 7.NO FOUNDATION OR SLAB SHALL L BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED IN SUCH , 16.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BENS ARE NOT DESIGNATED. CONDITIONS WILL BE IMMEDIATELY REJECTED AND,REWIRED TO BE FULLY REPLACED AT NO ADORWHAL COST OR CONTRACT TIME EXTENSION. 5.ELECTRODE FOR ALL FIELD AND SHOP WE]DING SMAL CONFORM TO ASTM A233(CLASS 70).AL WELDS NOT SHOWN SHALL BE AWS MINIMUM. _ AL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. 17.MAP AL PLATE AND SILLS AT CORNERS AND AT AL INTERSECTIONS OF PARTITIONS. 8.ALTHOUGH H GROUNDWATER ISSUE DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE THE CONTRACTOR SHALL PROVIDE AL 6.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED. ' - SUFFICIENT MEANS OF SIZE DEWATIIING.AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE RACED AS SPECIFIED. 18.STAGGER LAP Al PLATE AND SILLS AT COWERS AND AT ALL INTERSECTIONS Of PARTITIONS _ ` 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT OR FLOOD LOADING CONDITIONS 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY.TEMPORARY SHORING AND 19.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZE OVER ALL'OPENINGS AS FOLLOWS: _ F - BRACING TO MAKE THE STRUCTJRE STABLE AND PLUMB BEFORE COMPLETION OF CONNECTIONS,STEEL FRAMES.SHEAR WALLS AND.FLOORS. IMIERIOR WALLS-(2)2Xt0 EXTERIOR WALLS-(3)2XIO -, ' .1O THE GRADATION FILL IMPORTED STRUCTURAL.FILL MUST FEES IL ORGANIC,FRO2EN,OR OTHER OEIFTS HER MATERW AND CONFORM B.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO.THE LATERAL LDAD RESISTING ELEMENTS - ' TO THE GRADATION REQUIREMENTS PUNNED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCITE 20.UNLESS OTHERWISE IS NOTED,AT THE ENDS OF AL BEAMS.HEADERS,AND CRIERS PROVIDE A BUILT W OR SOUP THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR VIBRATORY PLATE COMPACTORS. STRUCTURAL FILL SHALL BE PLACED IN THE BUILDING,THE SfA81lJ7Y OF THE FRAME DURING ERECTION IS THE CONTRACTOR'S RESPONSIBILITY. POST WHOSE WIDTH IS AT LEAST EQUAL TO ME WIDTH OF llff MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4' WITHIN THE FOOTING-BEARING(1 N:/V)ZONE AND BELOW ALL WIGS. 9,ALL STEEL SHALL RECEIVE TWO COATINGS OF SHOP APPLIEDPRIMER PANT.TOUCH UP ALL WELDS,SCRATCHES OR SCRAPES IN PANT AFTER AT THE INIFRIOR WALLS AND 6'AT THE EXTERIOR WALLS. -. SIEVE SIZE STRUCTURAL FILL-(PERCENT PASSING BY WEIGHT). ,ERECTION. _ 8' lOD f0.TORCH CUTTING OR MOLE BURNING IS NOT ALLOWED.NO EXCEPTIONS - 21.USE�"POCK TONNE AND GROOVE bRERIOR GRADE-PLYWOOD FLOOR SHEATHING%-THICK-EXTERIOR - 70-10 ° a GRADE' PLYWOOD ROOF SHEATHING.AND)N''EXTERIORA I GRADE'PLYWOOD AT L WALLS.UNLESS OTHERWISE SHOWN 3 100 • 3/4' 45- 3 ON RATED AAUL ND DINTS SHALIL CLEAR STAYPED BE BLOCKED WITH LUMBER OR OTHERA APPROVED SUPPORTS. L PLYWOOD SHALL BE _ NO.10 25-80 - - - , - NO.40 10-50 t - b „ ' - a -" a _ 22.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH NO.200. ' 0-12 - - _ END OF EACH JOIST SHALL BE FULL DEPTH BLOCKED AT THE SUPPORT LOCATION.PROVIDE JOIST BRDGNG AT . •NOTE: THREE INCH MMAXIMUM PARTICLE SIZE WTHN t2-IN0HES OF SLAB GRADE + " - _ ;"J MID-SPAN AND QUARTER POINTS.OR AS SHOWN ON DRAWINGS BMDG04G PLACEMENT SHALL NOT EXCEED 8 Fr.O.C. SPACING. - • _ y-,J, It CRUSHED STONE SHALL BE V ANGUIAR.WASHED STONE(NO FINE)OF LIMESTONE OR GRANITE QUARRY.COMPACTED TO ACHIEVE AN n - .. a 23.USE FULLY NAILED METAL CONNECTORS USP.SIYPSON•OR Ery��L) EWNAIENT OF 95X MODIFIED PROCTOR DENSITY COMPACTION. r - ( OIDAP JOIST.OR BEAM ALL PS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE PETAL POST GIPS AND BASES FOR ALL.POSTS.REFER 70 FRAYING RAN FOR CONNECTOR TYPES- - . • - 24.ALL NEW PLYWOOD FLOOR SHEATHING SHALL SE GLUED TO SUPPORTING WOW FRAMING MEMBERS USING - - AMERICAN PLYWOOD ASSOCIATION(APA)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBROOR .CONSTRUCTION ADHESIVE.OR APPROVED EQUAL. - . 25.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL•RESTRAINT FOR THE BUILDINGS AND SHOULD BE ' s • SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR WAILS. 26.AL SILLS AND TOP WALL PLATE SMALL BE DOUBLED 2X8'S WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST . - CONCRETE SHALL BE PRESSURE-TREATED. ` L - 27.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENBONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER . a - WITH 2 ROWS OF IOd ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12' . - - O.C..OR AS OTHERWISE NOTED ON THE DRAWINGS.OR AS RECOMMENDED BY THE MANUFACTURER NAILS USED FOR 1 r - BUILT-UP PIECE SKILL BE ANNULAR RNG NAM • - 28.ALL NNLS,FASTENERS.AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 1 . . • _ . '' a STAINLESS STEEL " - C - 29.ALL ROOF RAPIERS SHALL BE ATTACHED TO TOP WALL PLATE WITH SMPSON.H-1.H-10,(OR DRAWING DESIGNATED)TIE.FULLY FASTENED WITH MANUFACTURER'S NAILS. ' • - - ` 30.PLYWOOD ROOF AND.WALL.SHEATHING SHALL BE ATrACHED TO EACH SUPPORTING FRAME MEMBER FASTENERS a " 4. SRALL BE.IOd WITH A MINIMUM t-%'PENETRATION INTO EACH FRAME MEMBER(STUD.JOIST.PAFTER BEAM ETC.). • - - PANEL PERIMETER-FASTENING SHALL BE 4'ON CENTER STAGGERED.AND PANEL.FIELD FASTENING STEAL BE e'ON CENTER(OR AS OTHERWISE SHOWN ON DRAWINGS).JOINTS IN ALL.SHEATHING SHALL.BE STAGGERED.EACH DIRECTION. • - 31.ALL WOOD PRODUCTS SHAM BE STORED IN A DRY UXA7GN,ENGINEERED LUMBER PRODUCES WHICH ARE NOT ,} KEPT DUTY WILL BE MMEDATEI_Y REJECTED AND REWIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONALCOST. ' _ + 32.N NO CASE SHALL JOISTS.RAPERS.BEAMS.POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CM.NOTCHED. a DRILLED.OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON a - THE DESIGN DRAWINGS. STRUCTURAL A New Home-on Lake Wequaquet for . TURMNCMILI AASJE�E„'� CONSULTANTS,INC. c SIFUCTMML S--10 0 `Bill and Natalie Bogert - u w NOTES n AKRO ASSOCIATES ARCHITECTS �'_ P~. M ° ° Tern Lane Centerville Massachusetts =" FOR CONSTRUCTION 160 Te 5 27 Ea Terrace,Marstons Mills,MA 02648 OF 7 ryosnoTt wP�r Tel.-and F..: 508-41.9-1217 - - elwaw�mnan.ormwmnm..,Rs...wrs-zo�.n-mn..aa_.wnsrro_o.el_>wc-w Masvrine MAeAzon.xn i. _ W .. 1 . r 4'-6' 7-2' r-2' r-2' r-2' 7-2' 2'-P 4'-10' 21'-8• 23'-6' ' •. • . - RQM 80TT04 OF FOOTINGS IS 3'-0'BELOW[BADE IN THIS':. - • 3 - AREA OF THE BUILDING.SIMILAR TO SHALLOW MOST ' } PROTECTED FOUNDATION SYSTEMS(REFERENCE IRC-200? T.O.GONG.FDN, R403.3),THIS FOUNDATION WALL SYSTEM IS FROST ". 2e30 • - . - ELEV=42•-0• - - PROTECTED BY 2-OF MOD FOAM INSULATION.VERTICALLY ON ^ ilff EXTERIOR SIDE WALL WHICH/PROVIDES ADEQUATE 2 o iv a - _ H _ 5-300 , • • x(8)TYP. - Y - .. - it __-_ _ .. _=__ - FROST PROTECTION FOR THE FOUNDATION.-- . r _ _ TO CONC FDN B.O.FTG r -1 r— — - ELlV.-42'-0'�ElEV.---0' ,. 5 -- — — ---- — --- — — — -- — — 0 1 � ~ �-� --off- --,.. I--� i-- o F +-- o -i -..` —►-- • - — -- - L—__----- -- I 1 L__ J J Lr-- M1 - L _— r_o• F r-o s_o I .r ----------- — ,., I 3 TYP COLUMN ANCHORAGE 4' I O-6'r0'-10'xM"iHK rn CAP PLATE AND 0'-10' SQUARE z BC TM BASE PLATES.CAP PLATE I � 31'-4' 11'-!' - l-T.O.CONC.FDN _• SHALL HAVE(2)-W DIAL HOLES CENTERED p/2' :*ALL fi - ELEV--42'-0' EDGE DISTANCE FOR FASTENER INSTALL(TY8ERLCK TYP.ALL • 10' -X-C' - - I SCREWS,TYP.).BASE PLATE SHALL BE INSTALLED I 15-]W BUU(NEA)WALLS 0.0.FTG o I l ' -• W/(4)-%'DIA ANCHOR BOLTS W/8•YIN.EMBED I I 5'-5' - - "1� , ELEv.-35'-0' T.O.GORG F1TN .t 3.. I I DEPTH INTO CONG,PROVIDE 1$•MIN.EDGE DIST.. . - S- .1 T.O.CONG iDN - - EIEV.-42'-0• 5-300 - I I - + ,, ALL WELDS SHALL B Ne RU.ET%ELD ALL l m EIEV.-41'-8' I l - • AROUND BTWN E AND STL PLATES • - _ IN RA CONCRETE DUST SLAB _ __ — ..~ n ....J .. _ O IN CRAWLSPACE,TYP- �. ' 3,0. I �.I 4 ( _—__ -- __ ____ ___________ -- � (E�VGO r.o CONGS2 .{ L_ . FTC SLAB ELEV. 36'2 S� , � I - I r— i LIX CONG 9AB r___� A 7 IY 7- ETEV-4T'-s' T.O.COGONG.FDN r. •_ _ —e-ELEV-4O-,o u. rG.L (rooHPaI J - FDN.,Caa F -2' PLACE FTW.OF TOPL 6'T n 1 to• f" -4Lr-r I .' B.O.FlG 1 I I ( CRUSHED.ANGULAR STONE, ELEV.-36 0• I - SOX. I I. ,o'-5• - IF-r a'-o• -o• B'-o' TMP- 8-0• .B.-o• : I - 1 Gl _ WAY I T.O.GOING. FOR T.O. .FDN - / 0 CON - r =4 1 ELEV 7 0'' e I I _ ' 2 0 10, 1 L I I • • - - I I EIEV.-4Y-/Y - ' / J� 111`11 — — — —iSLAB ON(RAB ONFQtCE wm TMRE 1 --- -- ---MESH PLAq:AT CATER OF , II o `IB.0.FTC S-� I ISLAB.TTP- I - - 1 EIEV-3g'_0• 4 T.O.Goat.FOH I m ELEV.-42'-0' ___________ _ _______________J - - . • r. - • \ I I Y-O I T.0.CONC FDN - ELEV.-JS'-0•. ^ ELEV-47-a' - ,m .. ` -� 'LO.r CONC. 1 ELEV.-47-0• • - T.O.GONG SLAB - I I - EIEV-41'-5' - __ ____ _�___—._ ElEV.-H'-6 F.D.CDNG FDN T.O.EXTERIOR ' _ • .e -1 EIEV.-40'-T DRIVEWAY T.O.CONC.FDN - • ELEV=41'-5' - - Eli 4V-a' s (SEE SITE PLAN) 3' 28'-6. il._2. 21'-10' W-2. - .. FOUNDATION PLAN � SCAB IN•.1.0 � - I, • ' - 9MPSON 1fO15-SDS25•HOD DOWN.CONNECT VIA(14)SIDS A1'% 2AA'STEWS WN.(])-PLY POST,TYP. R ANCHOR VIA 9C CIA.ANCHOR BOLT W/HEX.HEAD Arm-Ir MIN. EMBEDMENT DEPTH INTO CONCRETE WALL TYP..SET ANCHOR BOLTS - - • - VIA TEMPLATE TVP. L�N FOUNDATION_A New Horde on Lake Wequaquet forUIN�>wLL AN3 EN$fNSOLTAAIFS,tNC. sIMRE'Lmsa S200Bill and Natalie Bogert �' PLAN P27 KRO ASSOCIATES ARCHITECTS �a�:�,�' 160 Tern Lane Centerville,Ma sachusetts — "FOR CONSTRUCTION" r to , $ stview Terrace,Marston Mills,MA 02648 n - - OF 7 d Fax: 508-419-1217 • *K-w�,a, clrmc,mmnm.om...�lo.,�e.mn-nl.11 r,Hv,-,o.mo.m,,.o.c�„c-w r.s,n.u.c n,.r,on.,.,�w _ - 1 r I 0 (3)-2z8 P.T..TIP. i - T.O. CIO G DE c O ERS ' - ELEV 42•Y r - - - Jmn Yz8 P.l. t6 - . — ` M1 D.C. „ SITS B S MI s .a G• i Y6 OX � an PP T , c i . (3 1%7.z L _ ( 1 L (3) t t ' a L — ( 1 BULIMEAD CO I H RR AN O 2IT r ARCH. ELEV 4S 1' 1;. NA D OF MMMB SEE'TYPICAL STL COL TO BEAM CONN.•aN 5-301 _ I 5 RAYW 4TFS 1•4•a0'-11'.r M. -r 1 _ . . ( CENTER STL PLATES ON 8'FDN WMl,CONNECT VIA(4�9F•CIA. ' _ _ _ _ __ _ ANCHOR BOLTS W/tY YIN.EMBEDMENT INTO CONCRETE.TYP. I I' i STAGGER ALL ANCHOR BOLTS t'S FROM CENTER ME OF STL.PLATE iI 1 ALL WIDS SHAN BE)W FILLET WELD ALL AROUND BTWN HSS COL AND STL CAP R BASE PLATES ri P.T. B I D BL\I G B M M.1 • - . 01 FULL TH `0- c. Ik I s-1oG BL c x ar r t i v » 15O ' D t8 0.0 DE L 1-2 8 P.T.TYP, _ ^ T .t,.. ' ( . - � is + .. '. - .. • ' V .. * , b 1 ST FLOOR FRAMING PLAN - _ •w . + SCALE 1/41— _ ®®COLUI N BELOW O WALL BELOW. tcT nOOR euIN- 1Fc. - .. _ • . • - •. e - E 0 COU.MER ABOVE O WALL ABOVE 1, TYP.FLOOR SHEATHING SHALL BE W INK APA RATED FLOOR SHEATHING(TAG). NAIL W/10d COMMON.ANNULAR RING NAILS O 6•D.C.AT PANEL EDGES AND IN - GA CONTROL JOINT.SEE TYPICAL CONCRETE OETAILS O!S-3DO -FIELD.PLACE LONG AXIS OF SHEATHING PANELS PDUVQICULM TO JOIST A10S. .. - STAGGER ALL PANEL SHORT A)DS JOINTS TYP. - • 9YPSdR 11DU5-50525•NOD DOWN,CONNECT MA 14 505 JL•x 2 PROVIDE ADHESIVE AT JOINT B1WN SHEATHING PANEL AND FLOOR JOIST TO ( ) MINIMIZE SOUEAIONGZr SCREWS MIL(3)-PLY POST•.M. ANCHOR NA 9C DIA MOM BOLT W/HDC HrAD AND tY MIK 3. SEE 2ND FLOOR FRAMING PLAN FOR SNEAK WALL NOTES. EMBEDMENT DEPTH INTO CONCRETE WALL.TYP..SET ANCHOR BOLTS ., • , "' MA TEMPLATE,TYP_ .. - • CONNECT b8,LEDGER W/(?}NC LONG LIDGEALON SCREYS O 16� .. . - .. /•''GC.TO WALL STUDS.RRL BOARD,OR SDL PLATE(AS AVAILABLE) (T� SYPSOR LUS26SS FACE MOUNT HANGER.NAIL FAGS W/(4}tOd.NAIL .. . r. • _ /`• JOIST W/(3}tOd ANNULAR PING NAILS,TIP_' FIRST FLOOR A New Home on Lake Wequaquet for TURNING APS JEA$EH � � /� 1/ - CONS-TANT�MVC. 51)tLCT{pLey- _ /O 1 . Bill and Natalie Bogert �= °` FRAMINGHPLAN G R PTel. KRO ASSOCIATES ARCHITECTS �� . ° "FOR CONSTRUCTION" 160 Tern Lane,Centerville, Massachusetts astviewTerrace,Marstons Mills,MA 02649 3 OF 7 -w It.w nd Fax: 508-419_)2)7 ' clwmlulmnmwnuomlou.w¢....weo-mrsll-Itra.da.ma.rsw.wcinc-w lssr+,,.c I:mn.l4vlw _ I . �MOM DE SNPSOM H2.5A S-30, - - HURRICANE TIE O EA DBL'TOP PLATE VIA CONNECT.BEAN TO R RAFTER ENO. CONN TYP. - 5 r ' .. SIMPSONb5C2R/L_5p5J'DRAG STRUT - , - .. CONNECTOR z O �• aT§4 .oT <r aT •oT. '?T nr ^ pas �',.F x .« a ' a e I 2v .T. L6 .T. 3 2v8 .T. - 3 2v0 I.T.T 2,8 .. H Y .. PR VIDE U) n uou sPu n s, I I I s III e I I I a I I lID B - - - a - G N �DEP D Y6 1 if PROVIDE 4YP5011 .. •� - -- - - - t - - -- - - - - -- ' I M n N� OVERHANG . H2.5A NURPoCANE - 11E O EX RAFTER - . - END.TYP. NO SWPSON'IWUS S25/10' - • yh. _ JOI 1S O d T 'NAIL W/(W)-IW FACE J EE ALL OP STL AM ,� G. DR. 4 AND(lOhtod JEST a1 ALL, t ' 2 0.T TE /$ pA 6 $ I (2 , it K'. ' 2 i a.t%'L (h 1 +%'LK 2h 1;.' BX. K <3)-f;.• Bri' - . r OL ST AT 12 .c. CU R z? - - ' 1 W 14 v 34- /S P HZ.A IC E T NN T.0.5 ELEV.=(50'-B')1 - - -- - lJ TYP..' .. •. L ` - OVERHANG - a SA- TV AYE C Y U Op O 16 O.0 0�5 OW ry TR 51n 1 SIMPSON'HHUS 7.2sry0- ` ' OM W TO $)' Dx Nal w (30)-10d FACE o R : - ^ N DEPTH SOLID - - RMI D RC OF I I' AND(10)-10d JOIST - BLOCIONG BTWN � o W ' - -\ - - - - y� =� 'F ayBE1- 5 - -- - k _ 1 P COM. TO G-' - O a / 3 - W 14 v 34X;N I �.,� (3 llj 5Y, LW 3 1�•v/9)1 LK 6 1 LO.S �I50' o _C _z,e mS,ac. I _ - LL I I I I I ( J D + u.LK I I I I I I I l i -`I - 3 T. �. ( 2v P.T. (3) ,3' L FLU 3 m ' w RAFTERS B p RAFTERS a • N ;Tali' is 6� 0iG 0m t.. - FJ EIL R 5 4OF e, L y n s' 2 2 13.'• /1E•LK PROVIDE SIMPSON .. TIE 0 NURPoCA/E. y ' e ' - •\ - -' lE O EA RAFTER • - - •. l:l END.TYP. • _ • - - - PROVIDE SIMPSOx - - H25A HURRICANE - - nE O EA - - - END.TYP. - 2ND FLOOR&LOWER ROOF 4 FRAMING PLAN scuJn w�ro• • CD COLUIDI BELOW O WALL BELOW 2ND ROdt FReMING NOlFS- _ ®0 COLUMN ABOVE O WALL ABOVE 1. TIP.FLOOR SHEATHING sNALL BE lt'THIL APA RATED FLOOR SHEATHING(T@G). NAIL W/IW COMMON,ANNULAR RING NALS O 6-O.c AT PANEL EDGES AND IN CONNECT LK ROM BEAM TO SL'aY'VERSA-LAM T-7(2650)POST BELOW VIA (yl PROVE W.SW VERSA-LAM 1.7 2650 POST BELOW FIELD.RACE LONG AXIS OF SHEATHING'PANELS PERPENDN%IUR TO JOIST MS SIMPSON'E'PC46'POST CAP.TYP.EA END. • f� C l SfAGf�Tt ALL PANEL SHOfiT AJOs JDBITS TYP- END OF POST SHal BE CONNECTED TO W.THK WDDED STD TABS(EA - - - 2. PROVIDE ADHESIVE AT MNT BTWN SHEATHING PANEL AND FLOOR JOST TO SIDE)TO W14 STL BEAM.'NRU BOLT W/(2)-RE'pA ASTM A307,OL-A-BOLTS MINIMIZE SOLEAKING R . .� END DISTANCE 6.SPACING S,CENTER ON.POST. A CONNECT S)S'v'5W VIItSA-LAM 1.7(2650)POST ABOVE VIA SIMPSON'HOU 4-SES2 TO I.,BEAM AT BOTTOM OF POST. 2 CONNECT LK HIP BEAN TO LK RIDGE BEAM VIA SIMPSON'OLTV'HEAVY FASTEN W/(1O}SDS)Cv W TO:POST.AND W/W DIAL.B'LONG DUTY HANGER.CONTRACTOR TO VJ.F,SLOPE.SKEW ANGLE..AND SPACING' LAG SCREW TO LK BEAM(MIN,4'.EMBEOM.DEPTH INTO LK). - STWN MANGERS FOR EA HIP BEAN.AND ORDER TO ITT GEOMETRY.MIN. 1�c,ORV•a ee W 11 NO o- _ , REWIRED CAPACITY FOR EACH HANGER IS 4.000 LB. ' • (]Y7 PROVIDE 3W.3W'RSA-LAM 1.7(2850)POST BELOW 1.. ALL EXTERIOR WALLS OF THE IST FLOOR.LEVEL SHALL BE CONSTRUCTED As SHEAR n PROVIDE Wx7'VERSA-LAM T7(2650)POST BELOW « WALLS WTH)r THK APA RATED PLYWOOD SHEATHING,NAMED W/10d ANNULAR /"' RING NAILS 0 4'O.C.AT ALL PANEL EDGES.AND B'a IN PANEL FIELD.ALL. (el PROVIDE(2)SIMPSON H2.5A CUPS PER EACH POST TO HEADER. PANEL EDGES SHALL BE BLOCKED.IF NOT CONDNUALY SLIPPORTEO BY A WALL t �4 PROVIDE 3rX7'VERSA-LAY 1.7(2650)POST BELOW CONNECTION.TYP. STUD.TYP.SEE PLM NOTE FOR LOCATION OF DBL SOED SHEAR WALL- Ama+mc m,nu 0a A New Home on Lake Wequaquet for TITRNINGrMLL 01 SECOND FLOOR & LOWER ROOF CONSULTANT INC. c sRv:nmµ 2 02 • Y Bill and Natalie Bogert - . �� ,�� e � ne„uN AKRO ASSOCIATES ARCHITECTS �`� . °4Y FRAMING PLAN 'FOR CONSTRUCTION' 160 Tern Lane,Centerville,Massachusetts 27 EastYiew Terrace,Marstons Mills,MA 02648 4 or 7 Tel.and Fax: 508-419-1217 - - " a .. S-301TRUSS '7 rc S-JO1 TRUSS • ' - CONNECTION LOWER SEE LID FLOOR FRAMING PLAN CONNECTION s FOR ROOF FRAMING ' Z LVL 51( 1 - r-- / • I / .OYFRFRAME DKKTMER %.%i 2 VL I Y, OVERFRAME DORMER' .. zz/ F J7 1 1s cN/ i .• -- - -- (3)-1)' il> L. // %/ IN0 FLOOR FRAMING PLAN . FOR LOWER ROOF FRAMING - - y. `• .. a\. - '� �� /f%, //,f Y6 tiG y e�Pfi�� •. �ti � s-Sm 1'-6" - I OVERHANG A " ` \ 3 2j L /2x12 RID BOO OVERIHANG h �y, .:. .\ 10 u .\`\ j/ i ] Ti. •( -I LK p 3 1%'x 14 IL VERFRAINE I AME OOIa1ER / - - 2 ^ 5-301 S-30, F / "Y 1RU55 a SEE 2ND BOOR FItAMING PLAIN r CONNECTIONmuss " •� CONNECTION FOR LOWER ROOF FRAMING .. - / SEE 2ND FLOOR FRAMING PUN . % FOR LOWER ROOF FRAMING ROOF FRAAENG PLAN . SCALE NH•-i'-0• - _• _ n - - ' • Ic(;FMA > ! ROOF FRAMING ND1ES . - - 1. .ALL ROOF FRAMING MEMBERS SHALL BE SECURED W/THE SPECIFIED HURRICANE TIES TO WAILS - . ) BELOW.REFER TO SECTIONS _ • . FULL DEPTH SCUD BLOCKING - - • 2 SECURE OVERFRAMED ROOF AREAS W/TIMBEALOK SCREWS OR SIN.TO MAIN ROOF STRUCTURE AGAINST UPLIFT LOADING - . ,. 3 •' - ' ''- - +' .' '� �1 CONECT LVL BEAM TO 5$.W VERSA-UN 1.7(2650)POST BELOW 3. ALL ROOF SHEATHING SHALL BE V TALK APA RATED SHFATHNG,NAILED W/100 COMMON.ANNULAR p r , WA SIMPSON CCO66SDS25"COLUMN CAP. _ RING NAILS 0 6+D.C.AT BOTH.PANEL EDGES AND IN FIELD. - • - a ' ' ' ' ` n CONNECT LVL BEAM TO 4. ROOF NARHRAGM EDGE HALING SHALL BE 10d.ANNULAR BRING NAILS O 3-O.C.,.TYP. r SLLUN VERSA-LAM 1.7(2650)POST BELOW VIA SIMIVSON�PD6B"-COWMN CAP. 5. NAIL PERIMETER OF ALL ROOF AREAS(5FT FROM EAVES AND RAKES AND 5FT FROM RIDGES)W/IOd • ' . 4 , (3l CONNECT LK HIP BEAM TO LK TRUSS TOP CHORD WA SIMPSON ANNULAR RNG NAILS O 4"O.C.AT PANEL EDGE AND PANEL FIELD OF SHEATHING-TYP. y f' HANGER.CONTRACTOR TO VJ.F.SLOPE.SKEW ANGLE.AND SPACING BTWW e. PROVIDE 2.8 COUR TIES DIRECTLY BELOW RIDGE BOARD.NAIL EA END W/(5}10d NAILS.Tt➢. .HANGERS FOR EA.HIP BEAM.AND ORDER TO FIT GEOMETRY.YIN • a ., , - - +a REOU RED CAPACITY FOR EA04 HANGER IS Z20G_tB. . .I ." 0 FULL DEPTH SOU BLOCKING BTWM RAFTERS O FRD POINTS OF/` WODD 1RilSS"A"NOTES s RAFTER SPAN « TOP CHORD(-MAIN-I%'x Rk LVL(PLACE 11 TP LK - - - BOTTOM o1GRD:(2}l�"xBA'LK(PLAQ ONE PLY ON EACH SIDE a WIN MEMBER) . - . PROVIDE U.DEPTH SOLID BLOCKING ALONG THE TOP CHORD O 4'-0'O.C-TYP. . CONNECT TOP CHORD PLIES W/TIMBERLOK SCREWS.STAGGERED O 6"P.C.TYP - - • . 2nd SIYfElY SHEAR WALL NOIFS• - � • .- } P 1. ALL EXTERIOR WALLS O F THE 2ND'FLOM LEVEL SHALL BE CONSTRUCTED AS SHEAR .. �•.. • , - WALLS WITH Jr THIC APA RATED PLYWOOD SHEATHNG NAILED W/TOd ANNULAR a , ' - RING NAILS 0 4"GG AT ALL PANEL EDGES AND 8'O.C.IN PANEL FIELD.ALL . " PANEL EDGES SHALL BE BLOCKED.IF NOT CONDNUALLY SUPPORTED BY A WALL • SRAM.TYP. wryeK„me ,m[ - ROOF a A New Home on Lake Wequaquet for L URNING MILL tAA;grrtEN xsuLTAxTs Exc. srauWW. S_203 uBill and Natalie Bogertu �° U PTO. RO ASSOCIATES ARCHITECTSY '. FRAMING PLAN "FOR CONSTRUCTION" _ 160 Tern Lane,Centerville, Massachusetts tview Terrace,Marston Mills.MA 02648 5 OF 7 Fax: 508-419-1717......I-.nu...,e..no.,sWm.o.ci,.c-w Wssvnc Nnno...mw - , ' -AFTER FULL CONC.CURE.FILL r 2-0' VEE-NOTCH W/MULTI-COIPKNENT PROVIDE TEE-NOTCH ALL SONS w BAR BA LAP (, TyplCgl URETHANE SEALANT(AS SPECIFlED) FlLL SANE AS fOR CONTROL JOINTS TEND 100%OF HMZ-WALL (TAM) REIFF.1lQ2U COAST.JOINT I - CONOEIE WALL CONCIEtE WALL ` . •• - - I 40 BAR 01A. - DWLS TO MATCH DWIS TO MATCH TYPICAL 2a4 CONT.FORMED . DEEP FORMED VEE-NOTCH,EACH ( ) ALL HORIZ.REINF. AS ALL HOM-WALL REM. ♦ - - c SIDE AND TOP OF WALL VERTICAL NEY WAY - p _ - • CONTRA.XXNT CONSTRIICION JOINT (NAMMUM SPACING-10 Ff O.G) (MAXIMUM SPACING-10 FT O.G AND NOT WITHIN 10 FT OF ANY CORNER) r Y-0'aY-0"CORNER BARS TO - - - F . - MATCH HORI2.WALL-REINf. - ^ � .[[ A . _ • .. TYPICAL CONCRETE WALL JOINT DETAILS' - SCALE 3/.--+•-0• - t N , y e 'NOTE- VERTICAL REDAR.NOT SHOWN FOR CLARITY AT EACH SIDE of TYPICAL CONCRETE WALL DETAILS ` OPINING CENTERED ON WALL. _ • ?, �P �� -$CANE 3/«I'-0- • ♦ A�[•O� 40`^- Opp ,. • , - _ _ - 1-/3 LONG AT EACH 1' �{ _ SAW CUT OR FORMED CONTROL JOINT- _ CORNER AT .p FILL./FLEXIBLE EPDXY FILLER -".. ♦ - - .. YN-DEPTH OF SLAB - SAW CUT OR FORMED CONTROL JOINT CONTINUOUS 1j'X 11'FORMED - - ai PIER FlLL-/FLF]OBIE EPDXY FILLER EXTEND SPEanm wwu+8' KEYWAY-CQNTFRD. � 6s6 P.T.POST.TV,Kr- ' MINIMUMTHROUGH JONT_M LAP FBA - 9'EOFlED WWf ^ W/ADJACENT SLAB BM BA YIN. ECFIED WW F 9 SPP CIFIED BY MANUFACTURERONE _I 'ALL HOLES SHALL BE FORMED OR O, � �: - .� - TOP Of-SONOTUBE EIEY.-SEE ARCH CORED.IF CORED.ALL CORNERS OF .' 'F L _ SQUARE OPENINGS SHALL BE CORED 'yi4, - / / /Y/V \�' /L- \ JS; F '.' \/ U J^✓{�{;:\.\�\\<'\Ct\ S�Cn��.. • _• - WALLS - FIRST BEFORE SAWCUTDNG OM 1-11V[L --V-.['''�-1"-` �-�-✓ \,. ! n115 ARf NOT ntM OWFO ORATION CONTROL DON75 LA / - 14"DIA SONOTVBE 2'CR. . SPECIFIED SUB-BASE CpN� LOCATIONS INDICATED ON PLAN SPEC67ED SUB-BASE � _ TOP OF FlN19H(LADE ELEV..-SEE ARCH + SA�WCIT JOINTS ARE TO BE CUT WITHIN - REINFORCE SONOTIIBE •.) SPA 48 HOURS OF CONCRETE PLACEMENT. W/(4}�VERTICAL \// ENOSUANDYN C=HOOKED •[ is ' TYPICAL WALL REINFORCEMENT AT OPENINGS TYPICAL SLAB ON GRADE JOINT DETAILS o o.c.(2)OSONNOTUBrE AS SHOWN µ O 12 C.C. - _. *� '. . - _ - ^.• .. TRANSVERSE BARS - ^ {3)-µ X CON . - ` T'LONGIMXNAL BARS . - - •. BOTTOM.EQUALLY SPACED. 9:F PLAN r e NML OF W CRUSHED. ACCEPTABLE PROOF ROLLED�5 OR COMPACTED STRUCTURAL FILL - _ - FTG FDN SECTION DECK FTG,s4 DOUBLE 2. W TAIL(.ARA RATED PLYWOOD FLOOR SEAIHING,TYR. N - A30 GR.2'AP ANCHOR ITS W/HEX HEAD WY S-O-A t Y[-APA RATED PLYWOOD WALL SHEATHING OG.TYP.AND O-r FROM EAdt END..TYP..PROVIDE 12' 4 1S'APA RATED PLYWOOD WALL 9HEAlWNG SEE DOUBLE 2K6 P.T.CONTINUOUS 9LL FASTEN W/45 BA. NAIL W/8d ANNULAR RING NAILS O 4'0.0 YOU.EMBED.DEPDH INTO NEW CONCRETE FOUNDATION .a[ •. PLAN NOTES FOR SHEAR WALL NAILING NAA J-^ ALL PANEL EDGES,O>F 0.0 IN FIELD. F W - A307 GIL A-ANCHOR BOLTS W/NEX HEAD O Z-6.O.C.. PROVIDE CONTINUOUS ELOOONE AT All PANEL ALL.WA PROVIDE AC SQUARE a BOLT. TAROT.H.D.G SR „ I - SHEATHING w/10d GALV.,ANNULAR RING lY'P.AND O-6'FROM EACH END:.TYP.,PROVIDE tr YIN: ,EDGES,T19.NAIL 91EATIi0K.AT 3'0.C. PLATE WASHERS O EACH ANCHOR BOLT.Tl'P. NAILS AT 3'O.C.STAGGERED TO DBL TOP AND- EMBED.DEPTIH INTO NEW CONCRETE FOUNDATION WALL.. STAGGMED To DBL TCP AND BOTTOM 9LL.5 - • BOTTOM SELLS TYP.PROVIDE A'THK.H.D.0.STL PLATE WASHERS O - PROVIDE CONT.ASPHALTIC BOND BREAKER COMING TYP. EACH ANCHOR BOLT TYP -EDGE OF STL PLATE ASHER MUST 6E ND Y.T THAN If-FROM INTERIOR FACE - 4'CONC.SLAB ON GRADE W/SPECIFIED • - , , _ < 14'MAX.YA ,I OF PLYWOOD SHEATHING.TIN.) . , T.OW.ELEV.-SEE PLAN WWM'PHA®r FROM TOP SURFACE - - - T.O.C.FDA ELEV.-SEE PLAN. - - -(YIN.)OF All COMPACTED ANGULAR . - - - AA - STOLE.ACCEPTABLE PROOF ROLLED SOILS OR •• - SEE ARUM-FOR ExT. II• - • - - 51 q u •` COIPACIEO STRUCTURAL FILL wAl nL9NLanw ��• qq /4 o Ir CC VERTICAL.(ENTERED IH/0'CONCRETE r FIN194 GRADE/`^tS T.O.SLAB ELEV.-SEE PLAN `�O &FTG /1 LAP 24'w/µDOWELS AT GOITER 6 WALL e�`\�"j sY7>a�, • /. _ - . • , FINISH GRADE- 17 FUND T I fY W.4'W/ ENDS µ CONT.O 10'6G HORIZ..TYP.,.U - . AND(2}µ GENT.AT TOP.TYP. - ' N - µ O i6 i6'QC.VERTICAL CANTERED IN 1. µ O 16 QG 10" -- TRAKMRSE BARS CAROTENE FQUNDAION WALL W/12'HK BOTTOM . - FORMED 45 DEGREE CHAMFER TRANS 4 0E BARS ` - ' .- O)r STEP µ 90 DEG ANGLE BARS (3)•-µ COLT. s BOND BREAK(COAL).E.G.NA VAPOR BARRIER LONGITUDINAL BARS, ^• ' - _ ALMA(CONTRA JOINT.FILL CWL W/r-0'LEG LENGTHS O+r GG.TYP. (3)-N COIN'. . (2)-/4 00/1T.AT TOP AND BOTTOM.M.: ' W FLEXIBLE SEALANT LAP W WALL REINFORCING LONGITUDINAL BARS• _ BOTTOM,EQUALLY (}µ / 6 / '•I BOTTOM.ECUALLY 92 ARCII FOR VAPOR BC.DUST SLAB ONEER SPACED. AND 1 CONL'AiCENTER OF WALL TYP. #4 HMZ DOWELS K V-0'LONG O WIRE.WELDED MESH FOR SLAB ' 'SPACED. - 1 12'O.C.,CENTER ON JOINT G APRON REINFORCING,SEE PLAN - •.' - SLAB THICKNESS T.O.SLAB ELEV.-gF PLAN I - '_. ♦ DRIVEWAY ELEV. ..0.R ., --J— .' 8'(Y01.)OF W CRUSHED. I S. . B.OA.ElEV.� COMPACTED ANGULAR STONE ON ELEV- • SEE FDN PLAN ACCEPTABLE PROOF ROLLED SOILS _SEE FOR PLAN i - OR COMPACTED STRUCTURAL FILL j F'//YS\ •(ION.).OF 11'CRUSHED. COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED SOILS \f / KIM F 31'-CRUSHED. OR COMPACTED STRUCTURAL FILL . 6'THK.APRON SLAB.SEE ./j 7 [// CCAIPACTED ANLILAR STONE a // // _% ARCH.FOR LENGTH \ .\�'; ACCEPTABLE PROOF ROLLED SOILS f - CH COMPACTED STRUCTURAL FILL • FDN WALL,SEE PLAN '• - a - - FDN SECTION GARAGE DOOR FDN SECTION BLDG 3 FDN SECTION GARAGE 1 _ J, A FOUNDATION SECTIONS A New Home On Lake Wequaquet for T7��>T�>�. LA�dH�"„� /'_y 2 N 4 CONSULTM7S INC. STULCNRAL '� ✓ oo V Bill and Natalie Bogert Y N2 e n.� FTel. RO ASSOCIATES ARCHITECTS _. W0. \'4i ;( DETAILS r R FOR CONSTRUCTION 160 Tern Lane,.Centerville,Massachusetts tview Terrace,Marstons Mills,MA 02648 6 OF 7 Fax: SO8-419-1217 1V cueoewlmnanwrmw.rowu�es..mw..s».sII Inow.cs_.aoerslo3 acl_uc-w Hase.T.aa.♦NHmn.mlw - - HEADER PER PLAN •i - FULL DEPTH SOLID BLOCKING O 3R0 PANTS - OF SPAN TYP.,SEE PLAN • 45'THK.ROOF SHEATHING SEE PLAN. d ' • ° 7 RAFTER.SEE < • TIE JOIST O 32'O.C.@ EAVE - _ 2.B OVERFRAYING JOISTS O i6' CONNECTION,SEE PLAN - (t)2X8 F.X.KING SAID O.C.PROVIDE SUPPORTING2x ON (ADD VERTICAL 2.TIE JOIST . MT AT 6'-0'O.C.MN.,CONNECT. HANGERS FOR SELF WEIGHT PLATES NA(2)-4•LONG TIYBERLOK SUPPORT AS NEEDED) • SCREWS AT EACH INTERSECTON W/ " ROOF RAFTER.TYP. !I ° (2)-2X6 JACK STUDS(U.N.O.)ATTACH TO DING STUD W/16d NAILS O 4.O.C.STAGGERED AND - SIMPSON H2_5A O 16'O.C. j ALTERNATE SIDES • V - t • ROOF DIAPHRAGM EDGE NAUNG CONT_RIM JOIST.OR FULL HEIGHT BLOCKNG • / TYPICAL HEADER SUPPORT _ V THK.WALL SHEATHING.CONTIN.(=NO T SCARE:1^•1'-0`. - CONT.HORIZONTAL SEAMS)TO BOTT.OF LVL HEADER.TYP.,NA (2)ROWS OF IOd _ • - NM L W/LS O 4'O.C.QC INTO MT PLATE AND INTO _ - - FACE OF LVL HEADER i S' SIMPSON H2.5A O 16'O.C. CURING JOISTS$ _ TYP T DNN CTIOM SEE ARCH. - (4)-W DIA ASTM A325 THRU. . I SIMPSON'l50'ARGIE CUP O 18'O.0 . • • _ ^. A BOLTS.t)j•MIN EDGE DIST: _ y - • 1 CONTINUE IA WALL TOP PLATE O LVL HEADERS.SEC.C.. TO •. TYP )r THK PLATES, - STA LEA TL'p LONG TIMBURLOK SCREWS O 4'QC. •-0'-10'LONG BODE;WALL TOP PATE MUST FOLLOW TYP.SPICE DETAIL • •MATCH WIDTH OF W-BEAM•. - IF SPLICED.SEE FRAMING SECTIONS-@ DETAILS _ - - • •CENTER ON H55 CpLMN.TYP. r _ . a ' • LVL BEAM,SEE PLAN . •r. ROOF SECTION Q EAVE TYP. T " � " $e - - SCARE 1--1'P `� _ 3 • _ NSS COL.SEE PLAN •- ° + FULL DEPTH SOLID BLOCONG SEE PLAT TYPICAL STL COL.TO STL BEAM CONN. . _, . r' T SCALE I'-H'-0• _ .. ; x • �•7HK.ROOF SHEATHING SEE PLAN. .. 'RAFTER;SEE PLAN Y. ♦ e - ^TT '' • + « DE JOIST.SEE PLAN • pp, pp _ V .,T (ADD VERTICAL 2,TIE JOIST HANGERS FOR SELF « . - i F F • - WUOIIT SUPPORT AS NEEDED), - - 2-PLY }PLY r I 4-PLY ROOF DJAP(RAGY EDGE . .. - _ HARING TTP.� • e CONT.PoY JGH T OR FULL - HUCJIT BLOCKING I - S 1 '.�• 2-ROWS OF 16d NAILS }ROWS OF 16d NALS , - " 2-ROWS OF SCR LONG a O IY O.C. O 12'O.0 ALTERNATE TRUSSLOKD.C. SCREWS O-- - - - ♦ _ ♦ 90E5 i6'O.C.ALTERNATE a .. • STIES - _ •. - - 91OSON H25A ale D.C. • - - _ - •' SIMPSON 150 O 16'O.C. Z..JOISTS a FLARING - • SEE NRCI.FOR TRIM - SEE ARCH - • DETAILS AT SOFFIT - • T. WALL SHEATHNG NUIF'WHERE SECTIOE IS CAUEO OUT AS-SIM.'ON PLAN. . 2-PLY }PLY . -SEE PAN FOR SHEAR TIE JOISTS ARE NOT STRUCTURALLY REQUIRED.HOWEVER LEDGER,CONNECT W/ WALL NAILING J• THEY MAY BE TERROR SD®.AR TO SHOWN N. IN ORDER TO ACHIEVE E FRAME(FIIDNG TOS SHOWN N. . (2)-1/4-DIA X 6-LONG - v . - - T1IIRRLOK SCREWS O 18'O.0 * WTO WAR.STUDS(TYP.) { SIMPSON LSSI28,EACH ROOF SECTION A EAVE TYP. _ _ _ e U ` RAFTER lui. ` ' e - • F�. tOd NAILS O 6'O.C. 2.10 RAFTER O 16'O.0 + SCALE 1•-1'-0• 2 > STAGGERED. lu NAILS O e'QC i (TYP) 2.6 STUD HALL O 18'O.C: STAGGERED AND - (TYPJ ALTERNATE SIDES • • - SEE ARCH.FOR ROOF SLOPE ROOF SHEATHING SEE PAN. . (SLOPE IN THIS OETAR YAY BE - FULL DEPTH_SOLID • DM'iFRFND)� FULL SEE PAK ` TYPICAL LVL/2x PLY CONNECTIONS, TRUSS RIP . _ 6GIE Iv-0` - 46 AP RATED PLYWOOD PROVIDE.Full DEPTH SOLID < • - ROOF SHEATHING(TYP.) FL DEPTH SOLID BLOODING O 4'-0'O.C.719. BLOO CKING TYP. 2X6 CLEAT.FASTEN W/ TRUSS BOTTOM CHORD:PLACE .. •• (2)-t/4'OA.6'LONG \Z %-APA RATED PLYWOOD (1)PLY ON EA SIDE OF TOP ' TIMBERLCK SCREWS TO - FLOOR SHEATHING(TYP.) - _ J+' • 4'-0'MIN.LENGTH EACH FLOOR JOIST.TYP. FLOOR JOISTS.SEE RAN CHORD.TYP. _ BElW1I1l ANY PUTS JOINT + II •. - « • - REQUIRED NO.O'NAILS MAY BE - - -- DISTRIBUTED ALONG IRIS ENTIRE LENGTH 3E• Y , TYP.DBL TOP PLATES < . < (8)--T6d(OR STRAP)AT Ek s0E fIF - .Ye ° EACH JOINT UJRQ r 1'MIN. • - �.SIMPSON H2.5A CUPS EA.RAFTER, AND CA FLOOR JOIST ALTERNATE (2)-2.6 E1a5T.70P WALL \ ! (5)-3/4'O0.AS1M A307,(R'A'710I1 BOLTS PAGE AS SHOWN.PROVIDE 2'DIA. • - _ ) • 4 SIDES(TwJ PRATE(TYP) h HARDENED WASHERS O4 BOTH SIDES OF . - )S'THIL PLYWOOD WALL - - CONNECTION AT EA BO.T,TYP.T: ' e _ a SHEATHING TYP. M WALL SIDE OF TRUSS _. 3 - - - EASIMPSON H2.SA,PUCE ONE . " r WALL FRAMING STUDS TYP.O le O.C. - FRAME O 12'O.C.IN AREAS OF . PF"ANUFACTURED TRUSSES AND AUGM • TRUSS W/STUD.TYP. _ - =N `D SECTION ONLY SHOWS TRUSS COINEC110N DETALS SEE OTHER DRAWINGS FOR e - FURTHER FRAYING OlF0R1/ATION. TYPICAL TOP PLATE SPLICE' 2ND FLOOR FRAMING SECTION �.e.PLATE 6CAIE T--1.0 y SUSS"C" CONNECTION DETAIL / 1 a A New Home on Lake Wequaquet for - T URNING MILL FRAMING SECTIONS I ,• Nc. o sTAIr.TiRN S-3 O Bill and Natalie-Bogert AKRO ASSOCIATES ARCHITECTS �4�s �y R & DETAILS "FOR CONSTRUCTION" 160 Tern Lane,Centerville, Massachusetts 27 Fastview Terrace,Marstons Mills,MA 02648 7 OF 7 Tel.and Fax: 508-419-1217 � � l R 1.ALL EXTERIOR WALLS SHALL tJ'�� F,q�/ p ^ BE 2X6 @ 16"O.C.UNLESS �•'" tID ;j� gi•L t#i a.TCJ Ip OTHERWISE NOTED. 19V (')a �p 2.ALL INTERIOR WALLS SHALL SMOKE UTE TORS EyIEW BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 07) 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS DATE AB B ILDIN DEPT. PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR FIRE DEPARTMENT ASSUMES RESPONSIBILITY FOR ANY MISSING BOTH SIGNATURES ARE REQUIRED FOR PERMITTING THE ATTENTIONROF THERECT DIMENSIONS NOT BROUGHT TO DESIGNER. A B C A.5 A.5 A.5 GENERAL NOTES t 12'-0' + I'-II" t 21'-W REMOVE FIELD VERIFY EXISTING 10° THICK x W-8" EXISTING FOUNDATION WALL AND E -- -- TS 4" 'x.25° COLUMN FOUNDATION FOOTING _ _ _CONCREOLJ.20L ON_____ A 7 2- STD BASE PLATE f___ _ CONTINUOUS 5-ffM' ___ E BOL DIA.ANCHOIF CONCRETE FOOTING /— ISTING SLAB FOUNDATION TYPIC T. POSTS o REMOVEIlr-- BOLTS TYP————— —————— A'7 J I ----------- ---- I / NO. REVISION DATE �1 , —__——— T ——— -� I ( 1 I TS 4°z4°z.25°COLUMN COPYRIGHT L�JJ LJ LJJ I 5/8' ANCHOR BOLT @ 36'O.C. O NORTISIDEHEREBY EXPRESSLY RESERVES /I = MIN. 7° EMBEDMENTI NEW 2x8 - 3§° STD. BASE PLATE Y ITS COMMONLAWCOPYRIGHT.THESES FLOOR JOISTS 2- ° DIA. ANCHOR 1� _ PLANS ARE NOT TO BE REPRODUCED L I w/3"x3°xl/4" PLATE MASHER 16°O.C. BOLTS TYP. cwwceD OR COPIEOw ANY EORM OR PROPOSED I - I MANNERNMATSOEVERWITHOUT—T NEW CONCRETE OBTAINING THE EXPRESS NRITTEN CRAWL SPACE DUST ICAP I I PERMISSION ANDCONSENT OF NOft1HS10E \\ ——— DESIGN ASSOCIATES. ----- — --- - _ �3——————— BUILDER: 3 IXISTING PROVIDE tt5 REBAR5 @ —— PROVIDET 36° WIDE PROPOSED 12' O.G. VERT IN ———————— ( ACCESS�O PROPOSED --- I. F U NG III CRAWL ACE AREA FLOORS IXISTING FOUND. WALL 4FO ANION WALL d FTING III NEW 2° CONCRETE > EX STING = I I III EX15TING 2x8 DUST CAP I FOUNDATION WALL I I VERIFY LOCATION FLOOR JOISTS I B FOOTING 3 i OF EXISTING CMU III _ EXISTING oo PI ER5 III r —, CRAWL SPAC P.T. POST CENTERED I P.T. POST CENTERED I I_ ( DESIGNER: ! III ON 36"x36"x 12' DP. i 'BM�96' 36"xl2" DP. I r—�— CONC. FOOTING, TYP. I I NORTHSIDE CONC.IFOOTING, TYP. —J L————— FILL IN FLOOR i TYPICAL NOTES: '�! ±3'_q• I ±q_q^ ± 10'-q' IAREA AAT,XIST. DESIGN FI REP STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION I EXISTING ; III L— , — ASSOCIATES WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR I GARAGEISLAB I EX15 NG 2x8 EXISTING 3-2x0 BEAI'1 I EXISTING 3-2x0 BEAM I DISTINCTIVERESIDENTIAL&COMMERCIAL DESIGN WALL PLASTER BOARD/FINISH. I I FLOG JOISTS ——————————— I ————— ___= lAl MAIN SIREEf'YARMOUTHPOflT•MA026]5 CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL I I I VERIF LOCATION II - I I (508)36z-2Z10 (soRI R6z-BBoz EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION I P.T. POST I OF E STING CMU 1�\\C—� NA'CH IN NORTHSIDEDESIGN.COM AND CONSTRUCT TEMPORARY STRUCTURES/ENCL05URES AS MAY BE I ON 78"x36"zl2° DP. I PIER +^ III II FL R ABOVE I I NECE55ARY TO ENSURE SUCH PROTECTION. I CONC.'FOOTING, TYP. I ——— Sh III r——1 III III FOIE CRAWL I nonnsiael@comcasLnet I [ 1 ix` 1 SP CE ACCESS III CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. PROPOSED I I i� �� q{ PROVIDE tt5 REBARS @ ' I'\� I I ! 2)2x0 HDR FOR EXIST. - CONDITION5 PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER 12" O.C. VERT IN II I III I I F FLOOR SUPPORT AT NEW1ppRNJO ST STRUCTURAL ENGINEER: OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. PROVIDE tt5 REBAR5 @ EXISTING FOUND. WALL I P05T Ull I I CRAWL SPACE ACCE55 - ______y CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 12"O.C. VERT IN EXISTING L—————J III L —J o FOR LAND G TAYLOR - EXISTING FOUND. WALL FOUNDATION WALL POST CENTERED v ABOVE II✓ II CCE55 O WIDE SHORING ETC. TO MAINTAIN/PROTECT IXISTING HOUSE AND STRUCTURAL 111 @ FOOTING O 36°z36"xl2" DPI.II I RAWLSSPACERAREAED DESIGN LLC INTEGRITY OF EX15TING HOUSE. ——————————— ————— —————— — C. FOOTING, JRP. —— ¢ _ L-- — ——— ————-- — — ------- --J , I CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING V5. PROPOSED I pROP05 D LA SED P POSED A.7 PROPOSE CONC E WALL ON , I STAMP: CONDITIONS PRIOR TO AND,DURING CONSTRUCTION AND MAKE ADJUSTMENTS ——————— — _____ ______ ___ ________ a ____AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGN PARAMETERS AS I10° THICK x 4'-8" E ALIGN IWORK PROGRESSES. CONCRETE WALL ON STORjGE I- NGEXISTING 10°THICK x 4'-e°CONTINUOUS 20"x10" f$T !I REMOVE IE4° CONC. LAB ON I 5 FLOORS CONTINUOUS ALL O EXISTING CRAWL in CONCRETE FOOTING RAWL SPAC L SPACE FOUNDATION BASEMENT NOTES: A.7 �I b MIL VA T R RETARDER --- I I NEW 2" CONCRETE NEW 2,B CONCRETE FOOTING I JF_ _____� o ------ ----- /i ——— DUST CAP FLOOR JOISTS 5/8' ANI:HOR BOLTS @ 36'O.C. I. MAIN FOUNDATION WALLS TO BE 10' POURED CONC. W/2@it5 BARS TOP — ------- Ib" O.C. IN.7"�NBEDMENT I I L-__--___J 61 ___ __ w 4 BOTTOM FORM FOUNDATION ON 10"X20' STRIP FOOTING, o — ———— —— ————— —— — /3"x3' /4° PLATE WASHER PROVIDE 3@tt5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ - / • • • • KEYWAY. PROVIDE tt5 VERT. DOWELS @ 24°O.C. HORIZ. EXTENDED o -- ———— —————�1 4— —�—————————- PROJECT: 3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8" ANCHOR PROPOSED BOLTS @ 3G" O.C. MAX. MIN 7' EMBEDMENT w/3'x3"xl/4' PLATE WASHERS / I 2. ALL STRUCTURAL STEEL COLUMNS TO BE T544.25 2x8 P. . LEDGER I I 2)200 P.T. \ BOGERT TO EXTEND TO FOOTING BELOW. PROVIDE 6°xb°z5/8"CAP PLATE E w/2) ° DIA n` I 1 HEADER RESIDENCE`4 7°xl2"x3/4°BASE PLATE W/2 @3/4" DIA.BOLTS. WELD ALL CONNECTIONS A A 7 LAG LTS I6° O.C. r1 I P1 1` E FOOTINGS TO BE 36°x36°z 12° SQUARE CONCRETE W/3 tt5 BARS EACH WAY. lI� __—_4--Jl _ PROVIDE 10"DIAM. 50NOTUBE 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. A5 W/BIGFOOT FOOTING(BF2B) A.7 160 TERN LANE 4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL. b"xb° P.T. POSTS L-- � Ewe-T FOR COLUMN SUPPORT ABOVE CENTERVILLE,MA. TYPICAL JOTS 5 Iv O.C. PROVIDE JOINTS ALONG WALL5 AND BEAM COLUMN LINES. 0' 0" LFLR. 5. CONTRACTOR E PROVIDE BASEMENT VENTILATION AS 26'-0" 13'-II° 22'-0" ATION w/1st REQUIRED BY CODE (WINDOWS OR MECHANICAL) t 7" 4'-0' MINIMUM COVER. ENSURE THAT ALL FOUNDATION WALLS MAINTAIN AMING PLAN B O 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. A.5 A.5 B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. SCALE:118"=1'-O" q.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION 0 1 2 4 8 OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 10. INTENT OF DE51GN 15 TO ALIGN NEW FIRST FLOOR SPACES W/ EXISTING PROJECT#: SHEET FIRST FLOOR. CONTRACTOR SHALL ADJU57 TOP OF FOUNDATION WALL AS I. NECE55ARY TO ENSURE DESIGN INTENT. 14_14 A.0 _ DATE: OF 12,9r14 11 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY EXISTING ALL DIMENSIONS PRIOR TO CONSTRUCTION, CONTRACTOR GUEST ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. A B c A.5 A.5 A.5 GENERAL NOTES t 26'-0" t 13'-II' 22'-0" O 0 EXISTING � II'_0° CTR. w/RIDGE 7'-4° '-4° 7'-4° '-4° 7'-4° �a 7-2Y2" i ADH305 0)] ADH3050j[AD j[ADF13050j[ADH3050 Q NO. REVISION DATE tV m COPYRIGHT ADH3050 A 113050 ADH3050 ADN3050 O I COMMOHEREBY EXPRESSLY RESERVES A�:7 PLANS ARE NOT TO BE REPRODUCED TAPERED COLUMN 5TEEL r CHANGED OR COPIED IN ANY FORM OR -Z 10" AT BASE TO 8" AT TOP !G !i I PROPOSED HDR MANNER WHATSOEVER WTHOUT FIRST EXISTING w/SHINGLE BASE PROPOSED FAMILY OOM OBTAINING THE EXPRESS WRITTEN TYPICAL FWGD5066 I /, PERMISSIONANDCONSENT OF NORTHSIDE PATIO NING ROOM DESIGN ASSOCIATES. STEP ,4• 'X17' ' I 1 FOUNDATION WALL MILL REMAIN BUILDER: II j 0 3068 ISTER ON 2xb STUDS ADH2648 s li BOXED BEAM i s EXISTING STUDS. L7 ---------------, BACK TOP PLATE I s GAS CONTINUE 2xb STUDS SISTER ON�6 STUDS FIREPLACE i l}O PROPOSED PLATE HGT. I I TO EXISTINQ STUDS. N SISTER ON 2x6 STUDS ggqqqqDDDDDDD TO EXISTING BTM. CUT BACK SOP PLATE TO EXISTING STUDS. TE TO ACCOMMODATE I I TO CONTINL*2.6 STUDS �'W CUT BACK TOP PLATE b STUDS. II TO PROPOSEED PLATE WGT. oll i TO CONTINUE 2xb STUDS 0° So. COL. TO EXITING BTM. I j TO PROPOSED PLATE WGT. I E TO ACCOMMODATE 3'-0' DESIGNER: I ADD TO EXISTING BTM. UD5.; {�{ s PLATE TO MODATE I S s I I NORTHSIDE i 2.6 STUD . s 1 DW i O� I I o�RS SP E DESIGN E b° O ' PRO SED I N 5'-9 - " ..5-4" ADH2650 6 x APRON I I EL- AI DISTINCTIVE, /��•��//•. ia MN STREET E ASSOCIATES NTIAL OCOMMERCIAL DESIGN W (� OZ I 1 KI `-'HEN r 2668 YAgMOIfTHPORT•MA026]5 ry~ I J 14'-0'5-0 (SOq)36]-2210 (508)362-9802 N EXISTIN LL t V' NONTH6IDEDESIGN.COM W GA GE _ �� _ ? t PROPOSED N northsidel(ulcomcast.net c.o. I ®® 1 I BEDROOM ATFso1a W W -- �- -- - -- - ---- - _�_1_� I STRUCTURAL ENGINEER: TAYLOR Cl. LINE 16070OHGD ABOVE I I Tx � DESIGN LLC20 MIN 2—CASED OPENING jO — TOE SING5TUD5 AD142650 CUT BACK TOP PLATE 2666 ! s 2468 TO CONTINUE 2x1 STUDS STAMP: 286E m ,,,..,, i s TO PROPOSED PLATE� .ADD TO EXISTING BTM. s 266 OPEN TO o PLATE TO ACCOMMODATE ADH2648 i I I ABO _ s i 3'-O' 2x6 STUDS. PROPOSED PROPOSED j E N / S-IORAGE PANTRY i I PROPOSED '"" t PROPOSED p AD14264e s ADH264B ; S'ORAGE CLOSET ` OSE• ' 2 &5 BATH AAN2626 m ADH2634 i ADH2634 s m s = v PROJECT: 61_3n b-g _ ;�,ii0 ii�il�.,,i TH MA IN_ A ED ®e % v I F LA R ADW263 DH2634 PROPOSED BOG E RT CTR. w/RIDGE IX4 MAHOGAN DECKING lV PRO OSED 6_4" RESIDENCE A ON P.T. I RAME v ET m A.5 ` 160 TERN LANE TAPERED COLUMN CENTERVILLE,MA. 10" AT BASE TO 8" AT TOP T/SHINGLE BASE 3'=0" '1 1. 3'-O° YPICAL TITLE 1010, FIRST FLOOR PLAN B c A.5 NOTE:A.5 ALL WINDOW5 ARE TO BE SCALE:1 6"=1'-0" -' ANDERSEN A SERIES t 13'-II' t 22'-0° w/APPLIED GRILLES O 1 2 4 6 INSIDE AND OUTSIDE t 26'-O' i 35'-II° t 6'-O° PROJECT SHEET _ PROPOSED AREA Ist FLOOR LIVING 1333 50. FT WALL KEY 14-14 /� 2nd FLOOR LIVING 1115 50. FT. /'°'� EXIST. GUEST ROOM 367 60. FT. EXISTING WALLS GARAGE/STORAGE AREA 657 50. FT. C_____] WALLS TO BE REMOVED DATE: OF ENTRY AREA 35 50. FT. EXIST. PATIO 180 50. FT. 0 PROPOSED WALL5 12/9/14 T-OTAL AREA b 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS I I - OTHERWISE NOTED. I 1 r I 3.CONTRACTOR SHALL VERIFY I 1 1 ALL WINDOW ROUGH OPENINGS I i PRIOR TO ORDERING WINDOWS. I I I I I 1 1 r 4.CONTRACTOR SHALL VERIFY r i ALL DIMENSIONS PRIOR TO 1 I CONSTRUCTION. CONTRACTOR 1 I i ASSUMES RESPONSIBILITY FOR I r I ANY MISSING OR INCORRECT 1 I r DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 1 1 � DESIGNER. I I � EXISTING ROOF 1 AB C TO REMAIN I I I 1 A.5 A.5 A.5 GENERAL NOTES 1 1 1 r I 1 I 1 I 1 I I 1 I r I 1 1 1 6'-4" 7'-10" 7'-b" ------------------------------------------- J L� I Imo\ EMOVE ________ __ 1 _--___________ ______________ _____ 1_T NO. REVISION DATE r EXISTING ROOF ___________________________ c — I COPYRIGHT '� �❑ �❑ AD142640 D142640 AAN262B ADH265 DH b ADH2650 AAN1262B / J - NORTHSIDE HEREBY EXPRESSLYRESERVES P ITS COMMON LAW COPYRIGHT.THESES 1 /I �yl� �1• PUNS ARE NOT TO BE REPRODUCED O I .KF- I �;iNY-- N - CHANGED OR COPIED IN ANY FORM OR PROPOS 2668 R I 1 O MANNERNMATSOEVERWITHOUT FIRST \ jgDH2650 �D OBTAINING THE EXPRESS WRITTEN ](D M.B TH I I PERMISNSIONNO AENT OF NORTHSIDE PROPOS DESIGASSOCIATECONSS- 3 b' 2 11668 BED OOM j m 20'A".14 ^ 1 /. BUILDER_ 2660 j I VAULT I VAULT j I .., _ 15' WALL �9 .f 1 . in i' ADH2650 3_0�_ _ - DESIGNER: NORTHSIDE W - I m L__ m � I DESIGN Q ATTIC STORAGE AAN262 i ASSOCIATES I BTM. OF COLLAR j �? 2668 i TIES TO BE 6'-6" / II MAX. FROM FLOOR 2-2668 i 3, 4' 4'-7' , 4 -B" nt 4, 4' 10'-4' / DISTINCTIVE RESIDENTIAL&COMMEflC1AL DESIGN ATTIC ST/()RAGE _ 41 MAIN STREETYAflMO HPORT MA02676 V I ADH2640 �_ 266 �I ;668 ,-„ ,,,,,,,,,,,,,,,,,,,,,,,, PROPOSED j 1 ------------------ ----- L 1608)362-ORT (.COM 2-9902 ----r-------------------- OPOBED 2'-10" -2" ———— BATH j NORTHSIDEDESIGN.COM m +OFT m = o onnsmel@cumcascRe AD42O34 A 15 14 13 12 II STRUCTURAL ENGINEER: �' I r IO �� ---- I 9 I TAYLOR > I B I DESIGN LLC 1 o 5' WALL o i >� I >1 OPEN TO 6 PROPOSED AAN262B I STAMP: i i BELOW 5 BEDROOM 4'WALL j ATF�OIb i i4' WAL i 3 I 2 m p /ADH2640 DH2640 IT i j `G PROJECT: 0 - - -j- -j(- > PROPOSED L_ __--__ _- IN 3'-6�- BOG E RT TR w/RID I APW2624 PW2624 AAN262B ADH 650 AAN262B I 1________ ___________ __, RESIDENCE I A 160 TERN LANE A.5 i CENTERVILLE,MA. 5'0' TITLE 3'-Sy" 7,_Du 3i_ n CTR.RIDGETRY 3'-0" SECOND 13' 22'-O" FLOOR PLAN s c A.5 A.5 SCALE:1/8"=V-0" 2V-0" 35'-II" I.-V 0 1 2 4 8 NOTE: FPROJECT A: SHEET CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS _ WITH SILLS ABOVE 72"ABOVE FINISH GRADE PER CODE. ALL /� WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL 14-14 H L COMPLY WITH THE REQUIREMENTS OF ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF OF A 4^DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING DATE: WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 12/9/14 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. CONTINUOUS RIDGE VENT 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. Ix8 RAKE TRIM 12 Ix3 RAKE TRIM '110 12 ASPHALT ROOF SHINGLE 3.CONTRACTOR SHALL VERIFY i 1 ALL WINDOW ROUGH OPENINGS 1.6 TRIM 12 11 1 8 PRIOR TO ORDERING WINDOWS. II II IIIII I I I 1 11 1 1 m CUSTOM CUPOLA 4.CONTRACTOR SHALL VERIFY III ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR I III II II 30" X Ix8 RAKE TRIM ASSUMES RESPONSIBILITY FOR IIIII 1.3 RAKE TRIM ANY MISSING OR INCORRECT Ix4 TRIM I I DIMENSIONS NOT BROUGHT TO 12 THE ATTENTION OF THE III, DESIGNER. , I I Iz FRIEZE 1 1 W.C. SHINGLES GENERALNOTES I I I ® I Iz4 WINDOW/DOOR CASING I II I 11 DH2 1 III 2" R.C. SILL I I 7 PROPOSED SECOND FLOORAII - - I I I I I I I I I I I I I I __________________--- ___ ______ _ __ NO. REVISION DATE IF I OPYR EXISTING GUEST RM TO REMAIN II NO SIDEORTHSIDE HEREBY EXPRESSLY RESERVES TFM 1x6 BAND TRIM ITS COMMON LAW COPYRIGHT.TIESES - PLANS ARE NOT TO BE REPRODLKED I DH26 CHANGEDORCOPIEDINANYFORMOR 1 I IIII 1 10° AT EBASE TO 8° AT TOP MANNERWHATSOEVERWITHOLIT—ST L- __ 1 1am OBTgINING THE EXPRESS WRITTEN I - 1 T'----1 I III I I SHINGLE BASE PERMISSION AND CONSENT OF NORTHSIDE I G=='11 r===ill I B I II I I 1 it III I0 III I I I I I DESIGN ASSGGATES. L =J L---dl 1 11 111 1 __EXISTING FIRST FLOOR 1 1' yll Ilp__my 1 i II ll - BUILDER: II II 11 ------ ---1 -- I I'_ III II' 41 III LI------ --- I L =-J� L�--_LJ III II ___ LEFT ELEVATION NORTH DESIGNER: NORTHSIDE DESIGN _ ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA02675 (508)362-22W (50RI 362--2 NORTHSIDEDESIGN.COM orthsidel@co I I CONTINUOUS RIDGE VENT I STRUCTURAL ENGINEER: I. m CUSTOM CUPOLA 12 TAYLOR 10�12 ASPHALT ROOF SHINGLE DESIGN LLC 30' I6° I E I I I I 12D 1 11.8 FASCIA 1 1 1 11 /Iz3 TRIM STAMP: APW2-13 APW2628 AAN2628 AD1-12650 AAN262I1 AAN2628 Ix FRIEZE -_ DH2 DH26 1 = I III I III 11 11 I I W.C. S I GLES 1 1 - Ix4 WINDOW/DOOR CASING N PROJECT: 12 l II II IIII PROPOSED 1 '° 1 II III'-It II 11 I PROPOSED SECOND FL BOG E RTOG I I N I I I l i I RESIDENCE -4, - 11 111 [ITTTI IIIIIII imir iiri I1 --------------------- ---i�_ _ -.; Ix6 AND TRIM 160TERN LANE -------------------------------- 1 1 1 11 ----- ------ ------ --- 1 CENTERVILLE,MA. ----------------------- III ----- ----------_---- 1 � � �, ® ® m 1 u ® II DH263 DH263 v DH263 DH26 II TITLE: ELEVATIONS I II III III \I II I I I III III III III pH264 DH26 1 B ® ® I ® III III III III I II III III III I 2" R.C. SILL I II I I, III III I �� 8 III III III III m EXISTING FIRST FLOOR SCALE:1/8"=1'-0" II III I �■� EX15TING GUEST RM TO REMAIN III I, i1 III 0 1 2 4 8 III I I ___ _ Ix4 MAHOGANY DECKING TAPERED COLUMN 77-1 ON P.T. DECK FRAME IO° AT BASE TO 8° AT TOP PROJECT#: SHEET TO bzb P.T. POSTS FRONT ELEVATION w/SHINGLE BASE WEST 14_14 A.3 DATE: OF 12/9/14 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 12 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO �10 CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO If THE ATTENTION OF THE ADH2034 _ DESIGNER. I I I I I I I I III GENERAL NOTES II I DH26 I I I II II DH26 t III II II llk PROPOSED SECOND FLOOR ____ I` ' "I ' " " ' 2 6 I —————_— ,, . I II I I III III III I II I I II I I I II I I II II III II I A&N26215=-=r-�=G- ATF5010 � I~T�-I_-I t \ _ _ i i I i t NO. REVISION DATE I II II EXISTING GUEST RM TO REMAIN COPYRIGHT DH3O5 NORTHSIDE HEREBY COPYEXPRESSLY IGHT.TRESERVES ITS SA E N NOT REPRODUCED PLANS ARE NOT TO BE N ANY O RM O CHANGED OR COPIED IN ANY FORM OR It 4 MANNERGTHE OEVERNA—TTENOUT FIRST EXISTING FIRST FLOOR PERMISSIONANDCONSENT OF NORTHSIDE OBTAINING THE EXPRESS WRITTEN ——— ___ _ I DESIGN ASSOCIATES. I II I I I ]A III oof BUILDER: RIGHT ELEVATION SOUTH DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT°MA 02625 15051362-2210 (508)362-9&02 NORTHSIDE DESIGN.COM onhsidel@co I 12 ' � e STRUCTURAL ENGINEER: 2 TAYLOR DESIGN LLC I 'I I I I I I I I I I I I I I I I I 12 .III I III1' I I 12D 1. FI ED I 11 I I I I I 11 , I �I•I•, "LI . II I I III STAMP: I II II I I AAN2628 AAN2628 ADH2650 ADH2650 ADH2650 AAN2628 / ;\ FP i I ID. ®. � � DH26 DH26 i I I I I II I I I PROJECT: PROPOSED ... --------- --------------------------All 1 12 PROPOSED SECOND FLOO BOGERTR — 6 RESIDENCE I I � I r ______-_ -- << _ D s 160TERNLANE ® - -- -- - - -- -- - - -- --� ® ® -I -I I�I II II III�IIII IIIIIlIIIIIIIiIIII �IIIIIIII,IIII°IIIIIIIIIIII lIIIIIIIIuIIIIIIIIIIIIIIII -- LI 0�C ENTERVIL L_E,MA�. ------- ------------`------------ ---------- „----------- f---� --- EXISTING GUEST RM TO REMAIN TITLE: (1, e- I1l ELEVATIONS 014211------_--- EXISTING FIRST FL SCALE:1/8"=1-0" 1 2 4 6I I I -------------- EXISTING II II PATIO TAPERED COLUMN I I PROJECT#: SHEET 10" AT BASE TO B" AT TOP L A.4 - REAR ELEVATION w/ SHINGLE BASE ----- 14-14 EAST - DATE: OF I 12/9n 4 1.ALL EXTERIOR WALLS SHALL 3)I "xll %" LVL 3)I "x11 �6" LVL BE 2X6 16-O.C.UNLESS RIDGE BEYOND VALLEY OTHERWISE NOTED. 2)I%,xlb" LVL I I'� RIDGE IU 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16-O.C.UNLESS OTHERWISE NOTED. 2.10 16" O.C. 2x8 CEILING 3.CONTRACTOR SHALL VERIFY 2.10 16"O.C. JOISTS 16" O.C. ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. II u u II n II n j n jj 2.6 CEILING 4.CONTRACTOR SHALL VERIFY u II II n u II II -.�y, Il�q 11 JOISTS 16" O.C. ALL DIMENSIONS PRIOR TO II II II II II :' II II II II 1,.� 2.8 CEILING u n u u u n II II �1^-ll II CONSTRUCTION. CONTRACTOR 2.10 RAFTERS 16"O.C. JOISTS 16"O.C. II II u u u u II a ASSUMES RESPONSIBILITY FOR II II II II II 11 II II , 4 ��, ', , r', �, 'Y,rn• '1.V, ._IL JL_11__IL_JI__ll__IL_y_ .11__��__: 3)I 3/4"xll /4" LVL ANY MISSING OR INCORRECT 2x8 CEILING JOISTS 16"O.C. 2)I 7''q"xll 'A" LVL _ PROPOSED HEADER DIMENSIONS NOT BROUGHT TO ' VALLEY ��0 BEDROOM , THE ATTENTION OF THE r DESIGNER. f- J FRAME DOWN Cl / rl. 2 ��3)I Y4 Ye" LVL TO CONTINUE I/z° PLYWOOD EACH SIDE ' 'i i m BEYOND HALL « u 4 GENERAL NOTES Z VAULTED CLG i� PROPOSED BEDROOM 7A"TJI FLOOR P / I JOISTS 12"O.C. 112.5 OR SIMILAR �' / 3/4" T6G PLYWOOD SUB J GLUED AND NAILEDTYP, TYP 2 l iL ii I py �y--PROPOSED SECOND FL00-R`1_ 3 II T,6"TJI FLOOR 3)2x10 HDR 2-2.12 P.T. HEADER C JOISTS 12°O.C. HALL 3/GLUED AND NAAILED, i OOR IT7P. U.N.O. A.7 BEARING ENTRY ROOF RAFTER / BATH W.I.C. WALL W12X35 CONNECTION DETAIL 3 n STEEL BEAM FLUSH NO. REVISION DATE SCALE:I"=I'-O" NEW 2x8 f 15 FAMILY ROOM B 6"z6" P.T. POSTS 1 LOOR JOISTS m ? -J COPYRIGHT TYPICAL 16"O.C. * J A./ NORTHSIDE HEREBY EXPRESSLY RESERVES F 1 ALIGN FILL IN FLOOR I� w ALIGN ITS COMMONLAW COPYRIGHT.THESES r I EXISTING< AREA AT EXIST. it It U EXISTING 6 NEW 2x8 PLANS NOT PI BE DIN AN FORMO '8'.7 B DECK P.T. -� FIREPLACE 111 Iil' L-� FLOOR JOISTS CHANGED OR COPIED IN ANY FORM OR JO Ib"O.C. PROPOSED 6 J PROPOSED 1 Ib" O.C. MANNER WHATSOEVER WITHCUTFIRST FLOORS FLOORS OBTAINING THE EXPRESS ITT WREN 1 EXISTING FIRST FLOOR HEADER PEE S. RMISSION ANO CONSENTOF NORTHSIDE 8 2)2x10 P. / 1 � r KM -------7 - DSIGN ASSOCIATE A/o /PROPOSED EXISTING 2x8 EXISTING 2zB PROPOSED CRAWL FLOOR JOISTS FLOOR JOISTS CRA1/VL� A.6 BUILDER: 2x8 P.T. LEDGE \/ / EXISTING EXISTING w/2) " DIA. /� SPACE CRAWL SPACE LEDGERS SPACE v CONCRETE DU5T CAP LAG BOLTS 16" O.C. EXISTING FOUNDATION EXISTING FIREPLACE EXISTING FOUNDATI� / CONTRCTOR SHALL D MAINTAIN 4B' MINIMUM FOUNDATION EW 2"CONCRETE / FOOTING COVERAGE A.7 / 10' THICK x 4'-B" DUST CAP PROVIDE 10'DIAM.SONOTUSE CONCRETE WALL ON P.T. POST CENTERED Z W/BIGFOOT FOOTING(BF2B) CONTINUOUS 20°xl0" ONTINUOUS RIDGE VENT ON 36°X36°x12" DP. FOR COLUMN SUPPORT ABOVE CONCRETE FOOTING A.6 DESIGNER: 5 CONIC. FOOTING, TYP. / ASPHALT ROOF SHINGLES 3)1 4a°XII T/6^ LVL - NORTHSIDE A.G c 12RIDGE 5/8,COX SHEATHINGI2 SECTION A6 10D I5#BUILDING PAPERDESIGN D Q 2x6 16,O.C. C ` 12 imi ASSOCIATES A.7 2z10 16"O.C. 2x10 16"O.C. 1�7 B DISTNCIVE RESIDENTIAL&COMM ERCIAL DESIGN 2)2x6 HDR A.7 2x12 VALLEY 2.6 BRACING 141 MAIN STREET'YARMOIR(508)3 -9026T5 A Ib° (6051362-2230 16DR1362-9802 A.7 2)1�°xq Y° LVL 3)I%gxl6" LVL 2x12 RIDGE A LAY-ON ROOF NORTHSIDEDESIGN.COM HEADER RIDGE ° w/2x8 16° O.C. 3 2z10 D O.C. 2.5 CEILING A.7 °onhsidel@comras,.eel JOISTS Ib°O.C. 2x8 NAILER000, A.6 1y / 2.10 16°O.C. -'' NSULATIONNPER CODE rRAFTER r � •'-' TRU TURAL ENGIN ER. �• S C NE ER 4 �� 2.5 COLLAR J� 2x8 CEILING TIES 10O.C. �� i JOISTS I6" O.C. 1 IX FASCIA TAYLOR A 3)2x10 HDR---- 3/GLUED AND OODIL U T1LP \ COR-A-VENT STRIP VENT 1 B 2 TTP. U.N.O. IX SOFFIT DESIGN LLC ,4.7 F 3)1 °z9 Y" L 0 _ I IX FRIEZE / A.7 10 =�'' EYOND \ 3)l 1/. Yq VL - 'J PROPOSED 'D PROPOSED j VERIFY WALL H6T. STAMP: 3)1 %'xq Y" LVL 2 BEYOND �? A 3 � �,Q /= P LOFT � � H a TO ALIGN SOFFIT CLOS. M. BATH 2x10 16"O.C. 10 ATTIC STORA ATTIC STORAGE A.7 B A.6 3)l V"x " LVL 3 0= w 3 w/OPPOSING ROOF U BTM. OF COLLAR11 TV/ II IS TJI FLOOR Q +I 3 JO JOISTS 16"O.C.TIES TO BE 6'-6' 2x10 I6°O.C. A.7 / / JOISTS 12 O.C. MAX. FROM FLOOR t5.25 I -- PROPOSED SECOND FLOOR _ 2x8 CEILING A'6 1 '�'��'� \�3)2.10 HDR PROPOSED PLATE HGT. JOISTS 16"O.C. 4° II TJI FLOOR 3 4 / PROPOSED PLATE HGT. - TYP. U.N.O. � ISrS I6"O.C. HALL 2)I �"xll ;§° LVL FLUSH A.G '----BEARING J 1 INSULATION PER CODE CANTILEVERED B PROJECT: / PROPOSEDWALL 1- 2)2z12 P.T. 2X6@I6"O.C. PROPOSED 0 - . A.7 HEADER I/2' CDX. SHEATHING STORAGE _m I BOGERT� A.7 7 VAPOR BARRIER m ? J d `9l7 O \ PROPOSED PROPOSED RESIDENCE T7VEK HOUSEWRAP � 6°xb° P.T. POSTS ALIGN KITCHEN LU DINING O Li Z Z m W 1 1 TYPICAL SIDING (SEE ELEVS.) EXISTING 4 160 TERN LANE EXISTING CONCRETE SLAB P v 11 PROPOSED H N 7 NEW 2xB o0 5 CENTERVILLE,MA. 4"CONC. SLAB ON PROPOSED X EXISTING EXISTING FLOOR J015T8� EXISTING FIRST FLOOR 6 MIL VAPOR RETARDER GARAGE PATI A.6 ---- ---- - TORAGE w RIM Jo1sr - x ss WM a v m TITLE STORAGE SLAB II n_ Ir_ - r-m- Um�-�i ,I_I_ _ P RAEUIL EXISTING JOI2x5STS BUILDING SISTER ON 2x6 STUDS - W/6SILL SEALER- FLOOR JOISTS iD r= r0 EXISTING STUDS. °-T m-fin m = / �� EXISTING SECTIONS p FIELD VERIFY EXISTING p SPACE CUT BACK TOP PLATE - I CRAWL SPACE --CONCRETE DUST CAP R v FOUNDATION WALL AND c 1/ TO CONTINUE 2x6 STUDS v CONTRCTOR SHALL TO PROPOSED PLATE HGT. FOOTING CONTRCTOR SHALL -I- - - v MAINTAIN 45" MINIMUM ADD TO EXISTING BTM. MAINTAIN 48" MINIMUM ,. -� -�n P.T. POST EW 2'CONCRETE SCALE:1/8"=1'-0" _ FOOTING COVERAGE 1 PLATE TO ACCOMMODATE EXISTING CONCRETE SLAB FOOTING COVERAGE // ON 7B"x36"zl2" DP. DUST CAP 1 2x6 57UD5. EXISTING FO IMDA�IbN CONIC. FOOTING, TYP. EXISTING FOUNDATION / 10" THICK x 4'-B" EXISTING FOUNDATION \ / 6" COMPACTED FILL 0 1 2 4 8 CONCRETE WALL ON 9AG PROJECT#CONTINUOUS 20'x10' CONCRETE FOOTING10" THICK x 4'-8"CONCRETE WALL ON A.6 CONCRETE FOOTING CONTINUOUS 20".10" ,4-14 A.5 SECTION SECTION DATE: OF 2/9/,4 11 BLOCKING 1. ALL EXTERIOR WALLS SHALL RIDGE VENT ASPHALT ROOF SHINGLES PER MANUFACTURER'5 BE 2X6 @ 16"O.C.UNLESS ROLL VENT INSTALLATION SPECS. OTHERWISE NOTED. HOLD TOP OF JOIST 2.ALL INTERIOR WALLS SHALL SIDING SEE JCODE "COX SHEATHING I/8" ABOVE TOP OF BEAM ® BE 2X4 16"O.C.UNLESS RIDGE BOARD INSULATION PER CODE OTHERWISE NOTED. °TYVEK°HOU5ASTRUCTURAL SIZ MA7 VARY) FACE MOUNT HANGER CDX PLYW ON 1.NSTRAPP STRAPPING @A 16 PLASTER 3.CONTRACTOR SHALL VERIFY 0 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 2x6 @ 16°O.C. BEAM SIZES VARY 15#FELT PAPER 4.CONTRACTOR SHALL VERIFY ICE AND WATER BARRIER MEMBRANE 0 ALL DIMENSIONS PRIOR TO 5/W CDX PLYWOOD CARRY UP 5'-O' FROM EAVE 0 CONSTRUCTION.CONTRACTOR INSULATION P PAD BEAM RAFTER VENT ASSUMES RESPONSIBILITY FOR WHERE INSUL. AL. DRIP EDGE ANY MISSING OR INCORRECT 6 MIL. POLY OVER ICE t WATER BARRIER DIMENSIONS NOT BROUGHT TO INSULATIG W BPER CODE DESIGNER.TION OF THE 2xIO RAFTERS 0GENERALNOTES CORA-VENT STRIP VENT BOLT 2X PADDING THROUGH STEEL BEAM W/ 1/2" DIAM A325 i 2 TYPICAL RIDGE VENT DETAIL IX FRIEZE BOLTS @ 2'-D" O.C. HORIZ. SCALE I-I/2" = I'-O" SIDING STAGGERED TOP 8 BOTTOM TYPICA TYP. WALL L WALL DETAIL FLOOR JOIST SCALE 1-1/2" = 1'-0" BIT. JT. FILLER, TOP OFF W/FLIXIBLE JOINT SEALANT C 3 TYPICAL C LAVE DETAIL NO. REVISION DATE 4 JOIST TO STL. BN. CONNECTION NOPYRIGH W NOT BACKFILL WALL 2'CCNJC. DUST CAP ORTHSIDE HEREBY E%PRESSLY RESERVES UNTIL CONCRETE HAS SCALE I-I/2' I'-O° ITS COMMON LAW COPYRIGHT.THESES CED ATTAINED 7 DAY STRENGTH CHANGED NOTPIDIN ANY TO BE FORMO AND BOTH TOP t BOTTOM CHANGED OR COPIED IN ANY FORM OR b'COMPACTED OBTAINING THE EXPRESS WRITTEN FIRST OF WALL ARE PROPERLY FILL PER MISSION AND CONSENT OF NORTHSIDE SERCURED. I DESIGN ASSOCIATES. 20#5 REBAR5, CONT. —1 BUILDER: TOP t BOTTOM I— . CARRY DAMPROOFING —III III—_III FOVER TOP OOTING °F I-1I-1 � III-III-III-III-1I 2X4 KEYWAY 3##e KEBABS, CONT. �- L--- - -III- NORTHSIDE DESIGN I - =III=1 � ASSOCIATES —I III—III- —III III �- TYVEK" HOUSEWRAP DISTINCTIVERESIDENTIAL&COMMERCIAL DESIGN yj CDX PLYWOOD 141 MAIN STREET'YARMOUTHPONT-MA 02675 — —III I I I—III- (508)362-2210 1SOB)36 W.2 2.6 @ 16'O.C. NORTHSIDEDESIGN.COM b°x6° P.T. POST onhsidel@mm INSULATION P05T CONTINUES PER CODE FOR NEWEL P05T 6 MIL. POLY VAPOR BARRIER MAHOGANY DECKING STRUCTURAL ENGINEER: nrEDIATeLr n olrvaeeNr mlmrtuxls ARE eroLxrEReu TYPICAL DUSTCAP 8 FOOTING TAYLOR 5 SCALE I-I/2° = I'_O° DESIGN LLC BIT.JT. FILLER, TBG PLYWD. 5UBFLOOR 2xB P.T. DECK NOTCH POST AND THRU BOLT TOP OFF W/FLEXIBLE GLUE 8 NAIL TO JOISTS AT BEAM TO POST CONNECTION JOISTS 16'O.C. I STAMP: JOINT 5EALANT SIDING SEE ELEVATION WWF('Xb 6/6, TOP 1/3 OF 5LAB 2)2xIO P.T. RIM JOIST OR DBL. PERIMETERSIMPSON AB66 DO NOT BACKFILL WALL F4°CONC.SLAB HEADER 4 UNTIL CONCRETE HAS z°CDX P.T. PLYWD. w ATTAINED 7 DAY STRENGTH BOTTOM 6v p AND BOTH TOP t BOTTOM OF WALL ARE PROPERLY 6'COMPACTED v SERCURED. III FILL _ 2x6 P.T. SILL �4 4 3O PROJECTPROPOSED O I SILL SEALER co BOGERT BOTTOM 20#5 , CONT. v WRB IDarr"FDOOTING B128)E a TOP t BOTTOM 5/5° ANCHOR BOLTS @ 36'O.C. v III IN I MIN.7° EMBEDMENT RESIDENCE w/3"x3"xl/4"PLATE WASHER FOR COLUMN SUPPORT ABOVE Z bl e c n CARRY DAMPROOFING III ]v II 160 TERN LANE OVER TOP OF I III- —III—III- FILL 1 TAMP 5' OUT FOR A FOOTING I"/FT. SLOPE: PROVIDE CENTERVILLE,MA. —III III. .III ,III—III—III III 12"BED OF V" STONE 77 11 4 2X4 KEYWA7 WHERE NO GUTTERS —__ TITLE: - - - _ BUILDING 3@#5 KEBABS, CONT. 2 @#5 REBARS CONT. _ �—III—III— 8 AROUND ALL OPENINGS SECTIONS -II I-III-III-IIII _ DAMPROOFING — —III—III— SCALE:1/8"=1'_0" =III= =III=III-III=III=III-III- TYPICAL DECK POST DETAIL TYPICAL SILL DETAIL 0 1 2 4 8 III- 11=111-1 1- `-� SCALE I-I/2" = I'C PROJECT#: SHEET 7 /'� u�P SCALE I-I/2" I'-O" 1414 °/^� bAD V DATE: OF �� STORAGE SLAB FOOTING SCALE 1-I/2" I'-O° 12/9/14 � � 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS I I PRIOR TO ORDERING WINDOWS. I I el DBL TOP PLATE 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, CONTRACTOR RAFTER IF 16" O.C. AS RESPONSIBILITY FOR 2xb DEL TOP PLATE - - ANY MISSING OR INCORRECT r DIMENSIONS NOT BROUGHT TO elm THE ATTENTION OF THE SIMPSON SP6 (20 GA.) I I I -� 2x STUDS @ 16" O.C. DESIGNER. H2.5 @ EA, RAFTER Ai °o GENERAL NOTES 2x STUDS @ Ib" O.C. I I el I I 1 TOP PLATE BTM PLATE ei 4 I I I I ' I I HEADER FULL HGT. STUD HDR UPLIFT STRAP J _ - RIM JOIST --JACK STUD WINDOW SILL / / 1KAFTER TO PLATE CONNECTION PLATE FLOOR JOISTS II NO. REVISION DATE SCALE: N.7.5. 5/8" ANCHOR BOLTS @ 36" O.C. yl e - SILL PLATE COPYRIGHT MIN. 7" EMBEDMENT ITS CONMON LAW COPYRIGHT THESES RESERVES w/3"x3"xl/4" ��' PLANS ARE NOT TO BE REPRODUCE PLATE WASHER D CHANGED OR COPIED IN ANY FORM OR a ^ MANNER WHATSOEVER WITHOUT FIRST 'I OBTAINING THE EXPRESS WRITTEN PE< 1 . ANCHORS TYP, I - DESIGN ASOSOCNNTENSENT OF NORTHSIDE 2 GA I/2" COX. SHEATHING -��. ,8 it SILL PLATE TO TOP PLATE II SEE NAILING SCHEDULE II4i, BUILDER: yti 5/8" ANCHOR BOLTS @ 36" O.C. it MIN. 7" EMBEDMENT III w/3"x3"xI/4" PLATE WASHER I STUDS I HEADERS �� ,SILL TO PLATE CONNECTION w/ SHEATHING L� SCALE: N.T.S. �i SCALE: N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCEIVE RESIDENTIAL&COMMERCIAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141 MAIN STREET'YARMOUEHPORT'MA02675 ( COMMON NAILS BOX NAILS (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM ROOF FRAMING orthsidel@comcastnet BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-IOd EACH END RIM BOARD TO RAFTER (END NAILED 2-I6d 3-I6d EACH END STRUCTURAL ENGINEER: TAYLOR WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-I6d , AT JOINTS DESIGN LLC STUD TO STUD(FACE NAILED) 2-Ibd 2-I6d 24"O.C. HEADER TO HEADER (FACE NAILED) I6d I6d 24" O.C. ALONG EDGES STAMP: FLOOR FRAMING BEAM 4 STRAP 2)16d COMMON J015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-IOd PER JOIST 6v NAILS 6" O.C. BLOCKING TO J015T (TOE NAILED) 2-Bd 2-IOd EACH END LSTA @ EA. RAFTER HTTSIMPSON HTTS BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-I6d EACH BLOCK 2%" END LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH J015T DISTANCE JOIST ON LEDGER TO BEAI'I(TOE NAILED) 3-8d 3-IOd PER JOIST BAND JOIST TO JOIST(END NAILED) 3-I6d 4-Ibd PER J015T - BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-Ibd PER FOOT �j �I SIMPSON PROJECT: ROOF SHEATHING /, ' Ale ABA66 PROPOSED C RIDGE BEAM WOOD STRUCTURAL PANELS i BOGERT RAFTERS OR TRUSSES SPACED UP TO 16' O.C. 811 IOd Go EDGE/6" FIELD NOTE: RESIDENCE RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8d IOd 4" EDGE/6" FIELD RIDGE STRAPS ARE NOT I, ' REQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG ad IOd 6" EDGE/6" FIELD NOMINAL Ixb OR 2x4 LUMBER N TERN LANE GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL ad IOd 6" EDGE/6" FIELD ARE LOCATED IN THE UPPER CENTERVILLE,MA. THIRD OF THE ATTIC SPACE AND OUTLOOKERS ATTACHED TO RAFTERS USING GABLE ENDWALL RAKE OR RAKE TRU55 w/LOOKOUT BLOCKS ad IOd 4" EDGE/4" FIELD 5)I0d NAILS EACH END TITLE: CEILING SHEATHING POST BASE BUILDING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD SCALE: N.T.S. GE BAND STRAP SECTIONS WALL SHEATHING (DE113E SCE:N.T.S.WOOD STRUCTURAL PANELS C CORNER STUD HOLD DOWN L SCALE:1/8"=1'-0" STUDS SPACED UP TO 24" O.C. 8d IOd 6" EDGE/12" FIELD SCALE: N.T.S. X,' AND 2%2" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD 0 1 2 4 8 X2"GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD PROJECT#: SHEET FLOOR SHEATHING WOOD STRUCTURAL PANELS 14-14 I" OR LESS ad IDd G" EDGE/I" FIELD '7 GREATER THAN I" IOd Ibd 6" EDGE/6" FIELD DATE: OF 12/9/14 11 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY _ ALL DIMENSIONS PRIOR TO CONSTRUCTION, CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERALNOTES EXISTING GUEST RM. NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHWT FIRST Ir OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NO-DE 144' IIIIIIIZESIGN ASSOCIATES. Ilf �i BUILDER: � IIti EXISTING ______ ____ ________r { _� u FAMILY I 11 „ II EXISTING 1 1 PATIO " " " 111 I I I I 7-----ZL______S_ __1________ DESIGNER: EXISTING I F---- "" BEDROOM i a NORTHSIDE DESIGN LT-----. I I I L ASSOCIATES ---------------1 ' I EXISTING III DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN LIVING ILL 141 MAIN STREET•YARMOMHPORT'MA 02625 II (508)362-22 30 (508)362-9802 _ __ ",�1 NORTHSIDEDESIGN.COM orthsidel@w I i i i i i I __-�___I� STRUCTURAL ENGINEER: i rr—\ ;; --- „ TAYLOR I �- -� 'I III EXISTING _ �. F=11= F�== r ��__________�� a; DESIGN LLC i GARAGE - I I 4 STAMP: j EXISTING EXISTING j ;; BATH KITCHEN EXISTING I I I I EXISTING i BEDROOM ;; BEDROOM j ii n II II II II II II �i n II II ----------------I II II II II PROJECT: I II I BOGERT II I RESIDENCE II I -0 ---_i 160 TERN LANE 0 0' CENTERVILLE,MA. TITLE FIRST FLOOR DEMO PLAN SCALE:1/8"=1'-0" 1 1 2 4 8 PROJECT#: SHEET WALL KEY 14-14 D.1 0 EXISTING WALLS WALLS TO BE REMOVED DATE: OF 12/9/14 11 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS ' OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. TYPICAL LVL/GLULAI"I BOLTING/NAILING A B C 4.CONTRACTOR SHALL VERIFY MULTI I 3/4° BEANS A.5 A.5 A.5 ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR 1.-4" ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 2 PIECES 2 ROWS OF I1D NAIL5 @ IV O.C. DESIGNER. OBL. STUD GENERAL NOTES TS 4"x4"x.25" PKT5. TYP. 2" 2)2x12 P.T. 6"zb" P.T. P0575 COLUMN MD2� HEADER TYPICAL POSTTYPICAL UP/DN. 2x0 G ILING TS 43 PIECES -4" 2 ROWS OF 1/2' DIAN BOLTS @ 12"O.C. WIX3JC�i5TTI6, O.C� COLUMN STEEL _III c c c— TEEL BEAM I-T- F _ HEADER EA II 3 III; POST POST t UP I''II T5 4°x4"x25" 2x0 CEI ING H DN. COLUMN JO 5T5 6° O.C. HEAD 11 %° WL NO. REVISION DATE II _ 41I 4xb COPYRIGHT ____ ITS COMM LAW COPYRIGHTLTNESES�S POST -- I %°TJI FL�R PLANS ARE NOT TO BF REPRODUCED D J S S 12" Q.G. CHANGED OR COPIED IN ANY FORM OR POST 3) °% Yq° LVL�jlllj MANNER NMATSOEVER WITHWTFIRST j ON. DROPPED OBTAINING THE E%PRESS WRITTEN / II W" TJI FLOOR IIIII PER MISSION AND CONSENT OF NORTHSIDE JOISTS 16" O.C. I DESIGN ASSOCIATES. TF I�BEARIIG POST uOST II WALL DN. FLOOR BRACING BUILDER: 2)I xll �° LVL 4' O.C. FIRST III I FLU TWO JOIST SPACES 3)1 %'xII A° LVL --- TYPICAL HEAD R j-� °a B A INITF I W L II IIIII U ° - POST ____ POST UP/DN. 211 "xll ?¢" LVL FLUSH IIIII II/ UP/DN. PO5T POST III C NTILEVERED /I / DESIGNER: %" FLOOR 1 )"xll LVL UP GIST 12" OC. )O N' I�I POST I \`/ 3)I °xll ,6° LV I NOIZTHSIDE PD09T — III I DER DESIGN II T (BEARING I I UP POST ASSOCIATES WALL 1117,¢" TJI FLOOR II ± 2'_10" II JOISTS 12' O.C. DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I ER 141 MAIN STREET'YARMOMEIPORT"MA 02675 1 fi OS / PST Sa - - JI FLOOR II DN. ( )362-2210 (5081362-9802 JOTS 16"Q.G. II NORTHSIDEDESIGN.COM PDNST EA IN I j -� II J ..nhlide @"omcan— AL \// �`/,/ II % POST UP/DN. STRUCTURAL ENGINEER: PAST 3)I zll ,§• LVL ITAYLOR ON. DR PPED � I � DESIGN LLC POST 2)1 "zll 36' LVL�I -� STAMP: 4x6 POS / UP/D 1. 3)2x10 H R �UP/DN. TYP. U.N O. _-- POST 2xe LINGCC"�G"xib" ON. UP/DN. BL. STUD PKTS. TYP. 2)2.12 P.T. P.T. POSTS A'S HEADER TYPICAL TYPICAL PROJECT: PROPOSED BOGERT RESIDENCE B C 160 TERN LANE A.5 A.5 CENTERVILLE,MA. TITLE: SECOND FLOOR FRAMING PLAN SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT#: SHEET 14-14 S.1 DATE: OF 12/9/14 11 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS A t OTHERWISE NOTED. A.5 A.5 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS TYPICAL LVL/GLULAI"I BOLTING/NAILING D PRIOR TO ORDERING WINDOWS. VERIFY WALL 11GT. A.7 � TO ALIGN SOFFIT 4z6 I"IULTI I 3/4" BEAMS 4.CONTRACTOR SHALL VERIFY w/OPPOSING ROOF POST ON. A ALL DIMENSIONS PRIOR TO 1.-4` " TO HDR. A.7 CONSTRUCTION. CONTRACTOR -- A A 2x12 HIP RAFTER ASSUMES RESPONSIBILITY FOR A.7 A.7 3)1 3/RXII 1/4" L DBL. STUD ANY MISSING OR INCORRECT 2 PIECES 2 ROWS OF 16D NAILS @ 12"O.C. LAY-ON ROOF PKTS. TYP. DIMENSIONS NOT BROUGHT TO 2)2z12 P.T. 6"x6" P.T POSTS w/2z8 16" O.C. THE ATTENTION OF THE . — — — — — — — — — HEADER TYPICAL 2x0 NAILER - - ____ ___ = -_ - _ _ - '/I 2x12 HIP RAFTER DESIGNER. I' TYPICAL " _- __ .__ -- - I- -_ - - - -_ -Ir -- --__ �- - GENERAL NOTES 3 PIECES D-4" 2 ROWS OF I/2" DIAM BOLTS @ 12° O.C. /, j POST 2]2 3)11%"x11 T/a" VL I l \ VA 1 LEY 1 A. 2" - p I /i '� U \ 200 I6" O.C. 1 LAT-ON ROOF ry I // O \ \ I I A.7 I J - s \ \ 2X10 161 O.C. 2x8 NAILE =. __, _y �__,_� \ \\\ It \�/ NO. REVISION DATE RIDGE E POST-) COPYRIGHT E TY 3)2x10"DR NORTHSIDE HEREBY EXPRESSLYRESERVES DN. i s ST P RIDGE STRAPS TYP. U.N.O.\ ITS COMMONLAW COPYRIGHT.THESES II \ IE1`' J E DI \ \ TYPICAL' 1 II II PLANSARENOTTOBEREPRODUCED J i CHANGED COPIED IN ANY FORM OR \\ ( MANNER WHATSOEVER WITHOUT FIRST D �_ E _ _ _ A'7PERMISSIONOBTAINING THE ND CONSENT OF NORTHSIDE A.7 J — TV v // \ �\ DNST DESIGN ASSOCIATES x a _ POST, UILDER EU ! \O PO III g / / \ \\ ( B : ON EU m w m� I tom � III III �< // \\ 2.12 VALLEY 3)1 3/4"x11 1/4° LV { i \. III III V =o III '� x ) A.7HEADER — — — _ — 6111 III ° POST ' III III o 2)I�,"xll �„ \ 1 ON. POST DN. 1 I, E - / VALLEY TO HDR. __ ON. -III III H m III / \ 1 I 3)2x12 �T v �• III P O ml \�>'\. HEADER DESIGNER: POST I 61 V I = � 11 2x12 ALL 1 \ III ° III - \ POST NORTHSIDE m I III III I I 2 "xl1 LVL I — A v uer A DESIGN L zxlz RIDG 'III I> I \ I A.7 I�_-_ ASSOCIATES LVL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN x10 16" O.C. ,j, RIDGE O 'III' J 161 MAIN STREET'YARMOIJrHPORT'MA 02615 II II if" I m I i11 2.10 I6" O.G. 2XI0 161,O.0 POST ISDR138z-zua (509)362-9802 I 1 I 1 DN. III III NORTHSIDEOESIGN.COM -- III . � APnnsmel@Coma:cRe, ' I I III L. -- _- - L_ - m - A STRUCTURAL ENGINEER: 4z6 3)1 gx9Y" LV 3)2x10 HDR L. T — A 7 TAYLOR ROOF BRACING POST 4x6 rP. U.N.O. POS A 4' O.G. FIRST DESIGN LLC A.7 TYPICALST SPACESDN' ON. ON. 3)2xO12 ON HEADER - qx6 STAMP: T PKTS DBL.. T STUD PDOSYP. 2)2x12 P.T. �_ _ _ _ _ _ _g='_= 6"xb^ P.T. POSTS A.5 HEADER TYPICAL :12 TYPICAL --- - - ---' PI12C PITCH 6.2 H — POST ON. SLOPE TO NDR. A D L PI CH �- O SLO1.P A.7 A.7 w y w '€ E PROJECT: PITCH 12 << PIT PIT g C PROPOSED N PITCH F ,CP PITCH PITCH A.5 A.5 712 �U 9< BOGERT PITCH <F, _ RESIDENCE a�10:12 160 TERN LANE ° PITCH RIDGEw CENTERVILLE,MA. 10:12 w 4'{ a PITCH p JP PITCH O0 TITLE: RIDGE an v{ N 6:12 ROOF PITCH << �1 v w 9 F w FRAMING PLAN d 10:12 10:12 9 PITCH ' w PITCH w a K PITCH PITCH <<F N m J- SCALE:1/6"=t'-0" O I2:12 12:12 ° N N PITCH PITCH 10:12 LOPE SLOP SLOP 0 1 2 4 8 PITCH PROJECT#: CHEET^ 14-14 ROOF PLAN DATE: OF SCALE:118"=1'-0" 12/9/14 11