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HomeMy WebLinkAbout0059 DOVETAIL LANE LET'l/�' D��- - !9a s -//� - - '�� i i i 1 z ��� THE FOLLOWING ' IS/ARE THE BEST, IMAGES FROM POOR . QUALITY ORIGINALS) I MF DATA TOWN OF BARNSTABLE "S Vv DIME * . 201502551 BARNSTABLE, Issue Date: 06/15/15 MASS. a f Applicant: CON-SERVE ENERGYvr Proposed Use: POTENTIALLY DEVELOPABLE LAND p Exprarionvaie"":�r�i''sm - [Location 59 DOVETAIL LANE Zoning District RF Permit Type: RESIDENTIAL INSULATION Map Parcel 002002118 Permit Fee$ 35.00 Contractor CON-SERVE ENERGY Village COTUIT App Fee$ 50.00 License Num 171251 Est Construction Cost$ 1,500 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND WEATHERIZATION THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARII.Y R E . ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLEY GRADES A WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMrFDOES NOT RELEASE THE APPLICANT FROM THE CONDrrioNs OF ANY APPLICABLE SUBDIVISION . RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS'STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). atom ® e 1 ® • i ® U BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 2 �\ v 2 3 1 eating Inspe n Approvals Engineering Dept � ILA Fire Dept 2 Board of Health "•7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map oc��_ Parcel oo Application # 6/ S a S S I Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee$3 -c Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address s Village c.,�-z Owner Address Telephone So- yZo- Ag-ao Permit Requestt.Z c_E_ \3 o c ATE Square feet: 1 st floor: existing proposed 2 floor: existing proposed Total new ZoningDistrict Flood Plain I —Groundwater Overlay a b ---•3 Project Valuation �c>�. Construction Ty w: Lot Size Grandfa ered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0� Two m'y ❑ Multi-Family (# units) Age of Existing Structure is is oric House: ❑Yes ❑ No On Old King's Highway:=0 Ye:=a'❑ No Basement Type: 0'r I ❑ Crawl ❑ Wa out ❑ Other e Basement Finished Area q.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: exis 'ng new Half: existing new Number of Bedrooms: existing _new CD Total Room Count (not includinVat existing -- new First Floor Room;Count Heat Type and Fuel: W'Gas ❑ Electric ❑ Other b� 6entral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: O'Yes�;`p No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exist ing ❑ newie_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: �-- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address License# o Z 5 G V. , Home Improvement Contractor# \'A-� -2-3- � Email Worker's Compensation # t�c) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE Con DATE t/S7 r e 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. w f # aahuset� :. prtrtletrt M %sto €.foard of 8U+Id 9 9990,14tloPS and standar w �til�l4 t}714f4a3IF. kj51C,7'i�4Fr�;!.ifi;�'f1F�t1' •. ?iceo CSSt-102778' CONOR D 39 SIASCONSE�fllRTV$ SAGAMUBI�H C�14Z r r F per' ki 3. ExvirAiort #n m€ over: 08119/2018' ' ' °`�,h F £tIF F!{c':.efr{,fit{ifff:{ f^•/ rrv4 ew rAu/ .Office of Coasuner Affairs&Bus cress R gglatioa License or registration valid for individui use only ME IMPROVEMENT CONTRACTOF before the expiration date. If found t eturn to ewstra60n 171251 Type" 0elce of Consumer Affairs and$usiness Regulation xptration '. 11t2016:: Rart I ': ti, 10 Park Plaza-suite$170 Boston.MA 0211G CON-SERVE ENERGY ..: CONOR MCWERNEY r 376 ROUTE 130`SUITE G ` SAIVOWiCH,MA 02563 ' Underact-efary Not valid withoat signature l KGfnG.-am i a IRrC 31K r9SLJYL4mrs 6Jlu I MC.&jMK:1 frig-8I G MULtJCK. : IMPORTANT:if the certificate holder Is an ADDITIONAL INSURED,the Oolicy(les)in be endorsed.R SUBROGATION IS WAIVED,subject to the terms and,conditions of the policy,certain po(icies:may require.an endorsement.A statement on this certificate does nOtL confer rights to. the vikificate holder in lieu of such endorsement s 'PRODUCER:. CONTACT :. . -. NAME:... 'CSBSIWORKCOMPONE PHONE FAX A/C,No,EA): I=j No: PO BOX$46580 EMAIL ADORES& Maitland,FL 32784$580 INSURERS AFFORDING COVERAGE NAIC# 1-877-724-2669 INSURER A: Continental Casualty.Company 20443 . _ . NSURED INSURER:Bi CONSERWSION ENERGY INSURERe;" 376 ROUTE 130 INSURER D SUITE C INSURER E:. INSURER F SANDWICH,-MA 02563 ;. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BLOW HAVE BEEN ISSUED To THE INSURED NAMED'ABOVE FOR: THE POLICY PERIOD INDICATED. NOTWITHSTANDINGANY REQUIREMENT, TERM OR CONE RION OF ANY CONTRACT .OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY LBE ISSUED OR MAYL PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMBS SHOWN MAY HAVE BEEN REDUCED BY;PAID CLAIMS.LTR DDL UBR POUCYEFF` POLICY,EXP Lrtt TYPE OF INSURANCE w5R POUCY.NUINBEfj NIDD MM/D LIMITS. A Y 601:1316335 03111/15 03MI116 GENERAL,LIABILITY EACH OCCURRENCE 1 QQQQQO :DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PRENGES(Ea omae , -. $ 300 OOO - CLAIMSMADE �OCCUR MED EXP(Any One persm� = 10 000 PERSONAL&ADV WJURY $ 1000 000 GENERAL AGGREGATE 1,000,000 s GEN'L AGGREGATE Lwrr APPLIES PER PRGm icts-COMPADP ADG li 2 000 000 . r. POLICY jECCT' X LOC . I... COMBPIED SINGLE LIMB . A AUTOMOBILE LIAB(LRY 6011316335: 03H 1/15 03/11l16 (Ea iOdend.., a 1 000,000" ANY AUTO BODILY INJURY(Per person) ALL Or SCHEDULED _.BODILY INJURY(Per.aeddent)., zios: AUTOS ', wow-owNED PROPERTY DAMAGE HIRED AUTOS X AUTOS (Per kddent) x g. 6MBRELLA LIAR OCCUR EACH A X 601131635 ; 03/11/15 03/11/16 occuRRENCE 4,000,006 Exam CLAIMsarADE AGGREGATE. 000 WO EO X RETENTION$10 000 WORKERS CONPENSATM A AM EMPLOYERS UABI1= r!N 60.1131634 0311 i/15 03/11116 X TORY LIMITS ER ANY PROPRETORIPARTNER1EXECUTNE :OMCERIMEUBER EXCLUDED? N/A - EL.EACH ACC GENT $ 50O QOO :P andatory In KH): _ :EL DISEASE=EA.EMPLOYEE $-':500 000 IF yes,desabe under - DESCRIPTION OF OPERATIONS tidow E.L.DISEASE`-POLICY Umrr $ 500 000 - .. OTHER TORY LIMITS ER EL:EACH ACCIDENT $ .El.DISEASE-EA EMPLOYEE $ . __.. El.DISEASE-POLICY LIMB $ C®rtificate Holder is added as an additional insured.as provided In the blanket additional insured:endorsement as it pertains to work being perfanned by named insured under wriftn contra INCLUDES PRIMARY AND NON-COHTRtBUTORY CERTIFICATE HOLDER CANCELLATION _ Rlse Engineering SHOULD ANY OF THE ABOVE:DESCRIBED PIDLICIIES BE.CANCELLED BEFORE THE EXPIRATION DATE THEREOF,::NOTICE" WILL. BE DELNERED IN ...:ACCORDANCE WITH THE POLICY PROVISIONSr 1.341'Elmwood Ave Cranston,l02910 ®1988-2010 ACORD CORPORATION:Ali rights resenied. AGQRI?25(201 Rl05) The AC QkD nam..e and!s�®o are registered marks of ACQRLI � . ` The Coln mvenith of ttilassachrtsetts Depa ant o Accidents O, 'i!ce of Im►estigadons tS(O Witshington Street nton,MA 02111 www.mIMgov/d3o Workers' Compensation Ynsaraim a davit: Builders/Contractors/Etectrtctans/Plumbers A lica fo No Pl ss Print Legibly . Name(Bnsit=vOrganizatiott/Mvi&a6: Cons rvision Energy;lnc Address: 378 Route 130 Ci /State/Zi : SAndwich, MA 02563 Phone#, 508-833 8384 Are you as employer?Check the appropriate bop. am a employor with ::6 4..(] t am a general contractor and I Type of project(required) employees(t1r11 a for part-time):• va 1 it the sub-contractors 6 0 New constiucaon 2:❑ I am a sole proprietor or partner. 1 on the attriched sheet. 7. ( Remodeling; ship and have no employees ese sub-cotthactota have 8. 0 Jeuaoa working forme in any capacity loyees and have workers' [No workers'comp. insurance c >np•insutance.t 9• [�Building addition required:} 5, ❑ e:ane a corporation and its !0.❑ Electrical repaus or additions 3:❑ [am a homeowner doing Al work o cem have exercised their Q mg repairs or additions myself.(Norworkers'comp t of excmprion`per MOL 12.[]Roof repairs insurance required]t c. t32,$1(4),and we have no. 3s:❑ i am a homeowner acting as a e loyees._[No workers' t1[3 Other Weathenzation 6meral cantrat:ttn(refs to#4) .insurance n"d-] . 'Any a"Hcaut do chocb box Ml must also fW out the section be shoWinit their waika>t' t How who subndt thin+s8tdavit indicatin th ate do' co � cy is WMSdoa• B eY tug wort and rhea him oIt=&cautractoe mttu submit a new jA&9''it indicating such tConttaOora that check this box must attached m additioaai ahxt i the tome of the sttb•conteactassted sate whothw or no those entities have emAioyaes. [f the nub-oonaaetots have egtptoyeea,they M Pro+d Ifxv wotkete' COMP.0.01cY)lumbar. I apt an sntployer tjW lr pravld/xg wanrkm,l camps n JnttrtroRcs jor ury e InJfar►nado�t, nrployees. Below b the pollry'arrdJob 91ts Insurance Company Name: CS&S/WORKCOMP NE Policy#or Self-ins.Lic.ik: 601-1316349 - -Expiration Daoc. 3:.11 2016 Job Site Address:' City/Stete/Zip. Attach a copy of the workers,compeasatin pottay ttoo page(sho FaiItue to secure covers wing the t ucY somber and eipiratlae'date) �iuired under Section 25 'of MGL c. Olean,teed to the:im geposition of cruainal:penalties of a fine up to$1,500.00 and/or one-yeer imprisonment,as ell AS civil of up to a250.�a day ab�ins fonnof a STOP WORK ORDER and a fine gainat the"vtotator Be,Ba advised t a copy of this statement may be forwarded to the Office of investigations of the DIA:for verege veriS lion I do 6T c der and pen of p tlrm the injortrratlou pravldsd abotAs!s!rw and correct U, clot use only Do rent tt+rtar 1R thh:area,to bs copPlated by city oa•town o,Q'tclaL u;. City or Tawu: Permit/Llcense N. tsaning Aathodo(elide one):; 1 Bond of Health 2. Bnitdiat Department 3.CI own Clerk 4.Electrical Inspector. S.Plumbing Inapeetot ti.Other Contatt Person: 1 PDane tee r OWNER Y E AUTHORIZATION FORM owner of pmper y iocated at twee auftrize ConserVislon Energy,to actors mybeWto obtain a bUlding pe tto work Worm y pn'op owner siqnaue—��, ®ate ^ lam Town of Barnstable Building Department - 200 Main Street * � * Hyannis, MA 02601 M MASS q, 1639. . (508) 862-4038 RFD PAA�A Certificate of Occupanc . Y Application Number: 201400861 CO Number: 20140103 Parcel ID: 002002118 CO Issue Date: 08/01/14 Location: 59 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC - Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 61 Buil ng a artment Signature Date Signed TOWN OF BARNSTABLE ■ 1 ■ g 201400861 BABNSTABLE, Issue Date: 03/21/14 Permit MARS 1639. Applicant: rFC�A Permit Number: B 20140572 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 09/18/14 Location 59 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002118 Permit Fee$ 816.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 0 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A THREE BEDROOM,2 BATH HOME W/ATTACHEE 2 CARS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARILY O ENCROACHMENTS ON PUBLIC PROPERTY;NG SPECIFICALLY PERMITTED UNDER THE,BUILDING CODE;MUST,BEAPPROVED BY THE JURISDICTION;:STREET OR ALLEY;GRADES AS AS'DE H`AND'LOCATION OF PUBLIC SEWERS MAYBE - OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS'THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANtFROM THE CONDPfIONS;OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS. eq MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ' 1 SOTK`l 1SN1SiBtVFROMTffE 'STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Y�� se � 2 � c►c ISZ 1 /- J // 6 , 2 2 V ;n. 'I� .. 2 S fP,✓lc.N ©!k 6-3 S,// 3 1 Heating Inspection Approvals Engineering ept Fire De t, 2 -:F i n w 1 A S Board of Health f c �� 7-"S I —1-4 �� ��'.....,fT `� I ,.. 9 A� 1 �� Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 5/27/2014 Address: 1645 Falmouth Road Bayberry Square Time: City: Centerville Indoor Temperature(F): State/Zip: MA 02632 Outdoor Temperature(F): Phone: (508) 775-1040 Floor Area(ft2): 1790 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address: (if different from above) Primary Location of Street: 59 Dovetail Lane Supply Ductwork; Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the Basement on three zones#1 Main living space and Study,#2 Bedrooms one and two, #3 Master:Suite.All Duct work insulated with R-6 Foil faced insulation. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201402813 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press ow(cfm) Duct Press. Flow Ring Fan Press Flow(cfm) (Pa) Installed (Pa) Flow (Pa) Installed (pa) 25 3 84 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): Floor Area: Total Leakage as% 84 System Airflow: Eric Whiteley Toal Leakage as% W V Rfr4 N eric@wvwhiteley.com Floor Area: 4.7 i INC. 28 Village Landing P.O. Box 1266 W.Chatham, MA 02669 Plumbing• Heating T 508-945-1100 r Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com I Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 5/27/2014 Address: 1645 Falmouth Road Bayberry Square rime: City: Centerville Indoor Temperature(F): State/Zip: MA 02632 Outdoor Temperature(F): Phone: (508) 775-1040 Floor Area(ft2): 1790 Email: System Airflow(cfm): 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address: (if different from above) Primary Location of Street: 59 Dovetail Lane Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the Basement on three zones#1 Main living space and Study,#2 Bedrooms one and two, #3 Master:Suite.All Duct work insulated with R-6 Foil faced insulation. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201402813 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press (Pa) Installed Flow{cfm) Flow{cfm) ( {Pa) (Pa) Installed (Pa) 25 3 84 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): Floor Area: Total Leakage as% 84 System Airflow: Eric Whiteley Toal Leakage as% `tiM. V RN eric@wvwhiteley.com Floor Area: 4.7 INC. 28 Village Landing P.O.Box 1266 ��C•..-- rEtftRl}�io t E4Y� `;n }PF� r W.Chatham, MA 02669 V Plumbing• Heating T 508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ooL Parcel 00 —1 M Application # `L Coo(61 Health Division Date Issued Conservation Division Application Fee wp Planning Dept. 261` -sZ-l� ,,� Permit Fee J2_ l �V Date Definitive Plan Approved by Planning Board Historic - OKH pk- _Preservation / Hyannis l Project Street Address v—,4A(/ Lin Village k t kl Owner Address _ Y� ur h Telephoned Permit Request ) 1,ionabcsKck :tba e Ld'l 6 M h kwkl - W Square feet: 1 st floor: existing proposed 1�2nd floor: existing proposed Total new qn— Zoning District Flood Plain �OC Groundwater Overlay �rl Project Valuation 6 Construction Type dod. c, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) —+� Age of Existing Structure Historic House: ❑Yes No On Old Kin `'s Lighway 0 Y6R d,No 9 9 g ` j Basement Type: (,Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) _ Number of Baths: Full: existing new Half: existing _ V nevy Number of Bedrooms: existing new Total Room Count (not includi g baths): existing new First Floor Room 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: ❑ existing j new size _Shed: ❑ existing ❑ new size _ Other: PM4 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ rYes A.No If yes, site plan review# / Current Use �I�A an o a — Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address I License # r)1- 7 C� �tv� Home Improvement Contractor# Worker's Compensation # I � yIQZ� ALL CONSTRUCTION DEBRIS R S LTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `�`�" DATE U )� C , - FOR OFFICIAL USE ONLY j APPLICATION# f . DATE ISSUED i MAP/PARCEL NO. i ADDRESS VILLAGE i� OWNER i DATE OF INSPECTION: i ._FOUNDATION -ILI -7) $&w w Fow=d4_> (lo Wit Y FRAME 3fR V, Sc. 5 I. INSULATION 0 J kl y i FIREPLACE i ELECTRICAL: ROUGH FINAL I PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL i r j FINAL BUILDING `I DATE CLOSED OUT ASSOCIATION PLAN NO. s t. i Town of B arzis able y Regulatory Services xsraej t Thomas F, Geller, Direztor }��� Building Division Thomas Perry, C30,Building Canimissioner 200 Main Street, Hyannis,MA 02601 . , rrww.town..barnstablama.us . O$icz: 508-862-4038 Fax: 508-790-6230 - pLAN REVIEW j Owner: Map/Parcel: QO -L •00 Z. . Project Address J I DDV CPAT-L- LA) .Builder: The following items were noted on reviewing: F mil, , E,eG E•0 C_Y FSCA P ? 0 �/3�J`�" eat w Reviewed by. . De,uartrneritafI7zdustrial Accidents Gffiee of I, atigadansx - 600Masdng trrri S ~eet �< Bostar;MA 02111 mmv.Tads&bov/dia Workers" Compensation Insurance Afflda-Nit: Bufders/Contvacto�vs/Electilela s/Flumbers ApPUcant Information Please Print Lei bi Dame business/organizaflon/individual): f ' /VC Address: City/State,/Zip:C._VrF4 FILL Aft Phone a 0 Are you an employer?Check theIpgrapnate[�cz. Type of project(required): 1.❑ I am.a employer with 4. YI am a general contractor and I 6. New construction , employees(full and/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or partner- listed on the attached sheet$ 7. .0 Remodeling ch ship,and have no employees These sub-:contractors have 8. ❑ Demolition. working for me in any capacity. workers' comp.insurance. : 9. 0 Building addition [hTo'Workers' comp.insurance 5. ❑ We area corporation and its required..] officers have exercised their 10:F� Electrical repairs or additions I❑ I ain a homeowner doing an work' nght of eerimptlon per MGL ❑ P. . 1Llumbing repairs or additions myself NO workers' comp. c. 152, §1(4),and we have no 12.[]Roof repairs insurance required..] t employees..Mo workers' 13:.0 Other comp.insurance required-] *Any applicant That checks box#i must also fill out the section below showing their workers'compensation policy informstion: . 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-contactors and their workers'comp.policy information. I am art employer that is providing workers'can pensadon insur°aree for rrty.ert�ploj�ees. llelo�v is tl�.e policy and job sire Insurance Company Name:.: � d4 C).p Policy#or.Self-ins.Lie.#: �j���4 7 Expiration Date: _. _ .. Job Site Address: City/State/Zip: Attach a.copy of the workers'.compensation polidy declaration ga.ne(shOwing the policy cumber and ey-p ration date). Failure to secure coverage as requ red under Section 25A of MGL e. 152 can lead to the imposition-of.cri-rninal penalties:of a fine up to$1,500.00 and/or one-year imprisomrien. as well as.civil penalties in the form of a:STOP WORK ORDER and a lane 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;o€the DIA for insurance coverage verification. I do hereby certify udder the pains aFrd p,etralties of pe:jury That the is zlve&d corral c Sratl�re :Date: I� it •Ph.Qne n: . Of f�fc al use anly. Do not is i*e r••rz Arts area,to be coasipleted lry7 city at° oivii off dial. City or ToFnm: PeY.ms'JLicense Issuing Authority (circle one) . . l l oa.rdl cif Beal-h 2_Liu ldi>lg E eiJarti��eut 3.Qty TaN�u Clerk 4.Electrical J:spector 5.Plulnb�g Il�sp eetor C: Other Cantaet Person: Phone 4: Subcontractor's Insurance 2012 GL Policy Gl Policy WC'Pohcy WC Policy ;;' Sub Contractor Effective.Date. Expiration.: Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/13/14 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 08/13/14 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 09/20/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 08/13/14 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/14 Hill Construction 508-888-8154 .04/29/07 04/29/12 08/14/04 08/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 09/20/14 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 08/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 08/13/14 Wood Floor Specialists: 508 888-3958 02/03/08 02/03/13 02/03/08 12/01/14 I 1 ty REScheck Software Version 4.5.0 Compliance Certificate Project LOGAN RESIDENCE Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,735 ft2 Glazing Area 12% Climate Zone: $ Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: BARNSTABLE, MA BAYSIDE BUILDING INC. Compliance: 2.5%Better Than Code Maximum UA: 323 Your UA: 315 The%Better or Worse:Tha:n Code Index reflects how close to compliance the house is based on code trade-off rules. .It DOES NOT provide an estimate of energy use or.cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. zing Assembly or R-Value R-Value . Door UA Perimeter U-Factor CEILING: Flat Ceiling or Scissor Truss 1,000 38.0 0.0 0.030 30 Skylight 1:Wood Frame:Double Pane with.Low-E 11 0.340 4: CEILING: Cathedral Ceiling 735 30:0. 0.0 0.034:: '25 . . . .. . TOTAL WALL: Wood Frame, 16"o.c. 2;122 21.0 0.0., 0.057 104 TOTAL WINDOWS- .,Wood Frame:Double Pane with Low-E 2.09 : 0.310 65:_ Door 1:Solid p, 42 0.380 : . 16 Door 2:Glass 42 0.340 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 117.35 30.0 0:.0 0.033 57 Compliance Statement: The:proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application:The proposed.building has been designed to:meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with:the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\LOGAN.rck Page 1 of 8 ;I REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section " Plans Verified Field Verrfietl # Pre-Inspection/Plan Review, Complies? Comments/Assumptions &Req A lJ Value Value 103.2 :Construction drawings and ❑Complies [PRi]1 documentation demonstrate ❑Does Not energy code compliance for the ,building envelope. . y ❑Not Observable - 41. ❑Not Applicable 103.21 ;Construction drawings and ❑Complies 403.7 :documentation demonstrate ❑Does Not [PR3]1 ;energy code compliance for lighting and mechanical systems ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial code. - 403.6 J Heatingand cooling equipment is; Heating: ; Heating: '❑Com lies 99� 9� � P [PR2]2 sized per ACCA Manual S based Btu/hr I Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable ; other approved methods. Btu/hr Btu/fir UNot Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) _2 1 Medium Impact(Tier2). 3 Low Impact(Tier 3) Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\LOGAN.rck Page 2 of 8 d 20091ECC Foundation°Inspection Complies? - Comments/Assumptions 303 2.1 .. A protective covering is installed to I❑Complies [F01111 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below }grade. 1❑Not Observable: ❑Not Applicable 403.8 Snow-and ice-melting system controls;,ElComplies [F012f, installed. ❑Does Not - ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: j 1 High Impact(Tier 1) .2`1 Medium Impact(Tier2). 1 3 ILow Impact(Tier.3) Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\LOGAN.rck. Page 3 of 8 Section Plans VerifiedP�eld Verified�' r# ram�ng/Rough In Inspection Comphes? Camments/Assumptions 402.1.1. Door U-factor. U- U- ;EIComplies ;See the Envelope Assemblies 402.3.4 1❑Does Not :table for values. [FR111 ❑Not Observable i.❑Not Applicable . .: Glazing U-factor(area-weighted U- U- ,❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402 3 3, 402.5 3❑Not Observable , [FR2]1 Z❑Not Applicable ; 303.1.3 p U-factors of fenestration roducts ❑Complies [FR4]1 ;are determined in accordance a ❑Does Not with the NFRC test procedure or itaken from:the default table. ❑Not Observable ; . .. � M, ❑NotApplicable 4021.1,. .SkylightU-factor. ! U U- ILJComplies .;See the Envelope Assemblies 402.1.3, 1 ❑Does Not ;table for values. 402.5 ; [FR5]1 - ❑Not Observable ❑Not Applicable , 402.35 ;Sunrooms enclosing conditioned U- U- (❑Complies (. 1 FR8 :.] �space have a maximum � :❑Does Not ;fenestration.U-factor of 0.50.in Climate Zones 4-8. New glazing j ❑Not Observable separating the sunroom from _ :DNot Applicable 'conditioned space must meet (code requirements:. .: . 402.3.5 Sunrooms enclosing conditioned ': U I U ;❑Complies [FR9]1 i space have a maximum skylight I :❑Does Not U-factor of 0.75 in Climate Zones ; 4 8. ;❑Not Observable.;: ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting = ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 � ��� �; , - or has infiltration rates per NFRC []Not Observable:- , :.400 that do not exceed code f ❑Not Applicable limits. 402 4 5 I'IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housin /interior finish ❑ i g � � � � Does Not and labeled to indicate <2.0 cfm j .. y J . � Not Observable leakage at 75 Pa. %' �=.� , �l ❑Not Applicable 403 2 1 ;Supply ducts in attics are. R R ;❑Complies [FR12]1, ;insulated to>_R-8 'All other ducts i R R ❑Does Not in unconditioned spaces_or ;❑Not Observable outside.the building envelope are insulated to>_R-6. ❑Not Applicable 403 2 2 All joints and seams of air ducts; ❑Complies [FR13]1 :air handlers,filter boxes;and :❑Does Not building cavities used as return Not Observable r educts are sealed. - LJNotApplicable 03.2.3 Building cavities are not used for wry'3 Complies . [FR15] supply ducts. ,❑Does Not i "may ❑Not Observable �'��❑Not Applicable 403:3 HVAC piping 'conveying fluids R R ❑Complies [FR17]2 above 105°F or.chilled:fluids '❑Does Not below 55°F are insulated to >_R- ❑Not Observable a 3• : . .. I: ;❑Not Applicable 1 J.High.Impact(Tier 1) 2 ?Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: CAUsers\Fine Line Design\Documents\REScheck\LOGAN.rck Page 4 of 8 Section Plans Verified. Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions. &Req:ID Value. Value, ,g ,_ - 403.4 i Circulating service hot water R- R- ;❑Complies [FR18J?, pipes are insulated to R-2. ;❑Does Not V ' ;❑Not Observable ❑Not Applicable 403.5­ )Automatic or gravity dampers are }` - ❑Complies [FR19]z (installed on all outdoor air f" ❑Does Not intakes and exhausts. ❑Not Observable IEJNot Applicable Additional Comments/Assumptions: 1 JHigh.Irnpact(Tier 1) ,2. Medium Impact(Tier 2) 1 3 Low Impact(Tier.3) Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: C:\UsersVine Line Design\Docum. ents\REScheck\LOGAN.rck Page 5 of 8 Section Plans Verified Field.Verified: ft Insulation Inspection Complies? Comments/Assumptions: &Req:ID Value— Value 303.1 All installed insulation is labeled ❑Complies DN13]z, or the installed R-values f ❑Does Not provided. - (. []Not Observable I ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, Wood ;Q Wood ;❑Does Not table for values. 402.2.E ; Steel [IN1]1 Steel ❑ ,❑Not Observable , j❑Not Applicable 303.2, ;Floor insulation installed per ; ;` ', ❑Complies 402.2.6. ,manufacturer's instructions,and + ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. ❑Not Observable w ❑Not:Applicable 402.1.1, Mall insulation R-value. If this is a R- R- ;❑Complies ,See_the Envelope Assemblies 402.2:4, mass wall with at least 1/2 of the Wood_ ;❑ Wood :❑Does Not table for values. 402.2.5 ;wall insulation on the wall Mass ❑ Mass bNot Observable [IN3]1 exterior,the exterior insulation. requirement applies. ;❑ Steel E Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies , [IN4]1 ;manufacturer's instructions. ❑Does Not ' ❑Not Observable { : ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- R- ;❑Complies [IN8I1 :minimum R-value of R-13.New I ElDoes Not walls separating the sunroom ;❑Not Observable ;from conditioned space must :.meet code requirements. ;❑Not Applicable 303.2- ;Sunroom wall insulation installed `- ❑Complies [IN9]1 ,per manufacturer's Instructions ❑Does Not ❑NotDbservable .. r []Not Applicable . 402.2:11 ;Sunroom ceilirig minimum R-: R- ❑Complies [IN10]1 insulation R-value of R-19 i.n. ;ODoes Not ;Climate Zones 04 1-4, and R-24 in ; ; Climate Zones 5-8, ❑Not Observable , ❑Not Applicable ;. :. 303.2 ;Sunroom ceiling insulation is ❑Complies [IN11]1 ;installed per manufacturer's ❑Does Not - instructions. ❑Not Observable ❑Not Applicable. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2„Medium Impact(Tier 2) 1 3 Low Impact(Tier.3) Project Title: .LOGAN RESIDENCE Report date: 01/09/1 Data filename:C:\Users\Fine Line Design\Documents\REScheck\LOGAN.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions Value Value &Req:ID ; 402.1.1, ;Ceiling insulation R-value.Where ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, > R-30 is required,R-30 can be 1 Wood ;❑ Wood ❑Does Not table for values. 402.2.2 ;used if insulation is not ;❑ Steel ❑ Steel ![-]Not Observable [FI1]1 ;compressed at eaves. R-30 may ; ; I be used for 500 ft2 or 20% ; ;❑Not Applicable ; (whichever is less)where sufficient space is not available. �J 303.1.1.1,'Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every +} ;300 ft2. ❑Not Observable ❑Not Applicable . 402.2.3 ;Attic access hatch and door ; R- ; R- ❑Complies [F13]1 '.insulation >_R-value of the ElDoes Not adjacent assembly. ;❑ ; , Not Observable , ❑Not Applicable 402.4.2, Building envelope tightness ; ACH 50 ACH 50 = I❑Complies 402.4.2.1 verified by blower door test result: ❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ;requirement may instead be met ;❑Not Observable , via visual inspection, in which i ;❑Not Applicable , :case verification may need to ;occur during Insulation Inspection. 402.4.3 ;Wood-burning fireplaces have ❑Complies ; [F18]2 gasketed doors and outdoor x ❑Does Not combustion air. : ❑Not Observable ;. []Not Applicable 403.2.2 ;Post construction duct tightness 1 cfm L cfm ;❑Complies [1714]1 :test result of<_8 cfm to outdoors, ;❑Does Not or<_12 cfm across systems.Or, ;rough-in test result of<6 cfm ❑Not Observable , I across systems or<_4 cfm ;ONot Applicable ;without air handler. Rough-in test; ;verification may need to occur ; (during Framing Inspection. ; 64, 403 1 1 Programmable thermostats ❑Complies - _. [FI9]2 installed on forced air furnaces.. x . .. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed p= ❑Com lies � [F110]2 Aon"heat pumps. a. = - ❑DoesNot J ❑Not Observable - ❑Not Applicable " 403.4 Circulating service hot water. x - ❑Complies [FI11]2 (systems have automatic or ❑Does Not ;accessible manual controls. ' J - ❑Not Observable s` IE]Not Applicable 403.9.1 ',Readily accessible switch on ❑Complies [FI12]3 I heaters for swimming pools.: ❑Does Not ❑Not Observable " ❑Not Applicable 403.9.2 !Timer switches on pooh heaters ❑Complies ; _. [FI19]3 and pumps are present. ❑Does Not ,,: .� •.. ❑Not Observable , []Not Applicable 1 J.High Impact(Tier 1) 7 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\LOGAN.rck Page 7 of 8 'Section• Plais.Ver'ified Field Verified # Final inspection-Provisions Complies? Comments/Assumptions. &Req.ID Value; Value - 403.9.3 'Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated :'' ❑Does Not over 90°F are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ; ' ❑Complies [F1611 "fixtures are high efficacy lamps: s X ❑Does Not ❑Not Observable a ❑Not Applicable 401 3 Compliance certificate posted. ElComplies [F17]� a a� ❑Does Not -]Not Observable ❑Not Applicable 303.3 Manufacturer manuals for _ OComplies [FI18]3 mechanical and water heating r ❑Does Not equipment have been provided. ❑Not Observable t ' ;' v; _IE]Not Applicable Additional Comments/Assumptions: 1 J.High.lmpact(Tier 1) 1, 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LOGAN RESIDENCE Report date: 01/09/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\LOGAN.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 Door 0.38 Skylight 0.34 CoolingHeating& Heating System: Cooling System: - Water.Heater: Name: - Date: Comments AWC Guide:to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5.301.ia;i)'. LOGAN RESIDENCE Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).................................................................. ::::.............................................110 mph Q WindExposure Category................................................................... ..............................................: :.............B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories <_2 stories Q RoofPitch ............:...................................... ......................(Fig 2) ....;.........................................................8 s 12:12:...:..............................................................:......................M.......................................................................... Mean Roof Height .................... ............:................................(Fig 2)................. .. ............................16 ft <_33'. Q Building Width,W ........................................ ...............(Fig 3).................................................. 52 ft <_80' Q Building Length, L ...................... ....:... ...................(Fig 3).... .................................. ......72 ft <_80' Q Building Aspect Ratio(LAN) ......:........................................(Fig 4)........................................................1.5 ..< 3:1 Q................................................... ..:............................. Nominal Height of Tallest Openingz .................... ...::.:..:..........(Fig 4).... ......... ..6'-8"<_6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections...................:(Table 2)...............:...............:................... ......... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete;.......................... ....... Q ConcreteMasonry.:.:.............. ..... ....................................... ..... ................ N/A 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .........................;.;.....................(Table 4)..;.;................................................. 32 in. Q. Bolt Spacing from end/joint of plate .:..:............:..........(Fig 5)...........................................12 in. <_6"—12" Q Bolt Embedment—concrete::..: ..................... .....:::.(Fig 5)............... .... 7 . in: >7» Q Bolt Embedment—masonry......::.................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer.. ..:.....::........................::::. >3"z 3"x Y4"..........(Fig 5). ..........................................._ Q 3.1 FLOORS Floor framing member spans checked :................. .........(per 780 CMR Chapter 55) . .................. Q Maximum Floor Opening'Dimension..................:..................(Fig 6).... .:................................ ..:......9 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from.Exterior Wall (Fig 6).................. ................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls orShearwall................(Fig 7)................................ . ..............._ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..... ..........(Fig 8).....................................................—ft :5 d N/A Floor Bracing at Endwalls......................................... .....::::(Fig 9)................ ..:::. ........................................: Q Floor Sheathing Type ....................... .:.............................(per 780 CMR Chapter 55) Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor SheathingFastening ...g. .::.................. ....:.:..(Table 2)...........8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls................................................... . (Fig 10 and Table 5 < Non-Loadbearing walls................................................(Fig 10 and Table 5).................I...........18 ft <_20, Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. 5 24"o.c. Q Story .....(Figs 7&8)............................................—ft .<_d N/A Wall Sto. Offsets ....... ........ ................... w - AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.14)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls.......::.......................................(Table 5).........................:;.;...........2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs........ ... .. ....................(Fig 10).: ..::.............................. ....................... Q. . WSP Attic Floor Length................................................(Fig 11).........::.................................. . ft 2W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ..........................:.... N/A or 1 x 3 ceiling furring strips @ 16 spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length .(Fig 13 and Table 6).............. Splice Connection(no.of 16d common nails)..............(Table 6) .................... ........ ....... .........6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails).................................(Tables 7) 2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..................:.............(Table 8)............... . ...........3 _Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans p ........................................................(Table 9)...........................:..............6 ft 0 in. <_ 11' SillPlate Spans ..................................::....:...............(Table 9).:::......................................3 ft 0 in. <_ 11' Q Full Height Studs (no. of studs)...................................(Table 9);.................................................:...........3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)...........................:..............9 ft 0 in. <_12' : : Q Sill Plate Spans...........................................................(Table 9).......:.........................._ft_in. <_12" N/A Full Height Studs(no. of studs).....................................(Table 9).................................:........................:._....3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz ........................................................................ 6,8„ Q Sheathing Type .............................................(note 4).............................. . ........................WSP Q Edge Nail Spacing 9 P 9..... ...................... .........(Table 10 or note 4 if less)..............................3 in.. Q Field Nail Spacing...........................................(Table 10).....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 10).........................................:..................4 Q Percent Full-Height Sheathing.......................(Table 10).......... ........ ..........................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Openingz..... ......................................... ,..................61-8"s 6'8 Q Sheathing Type ............. ...............................(note 4).............. ......... ,......................... WSP . : Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).................... .........3 in. Q Field Nail Spacing .........................................(Table 11).....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 11).......... Percent Full-Height Sheathing.......................(Table 11)...................................................... 15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).......:............. N/A Wall Cladding Ratedfor Wind Speed?............................................................... ................................. Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1J)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ............................. (Figure 19 2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..................................:.............(Table 12)..............................................U=236 plf Q Lateral..:..........................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q 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 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness..........................................................................................518 in. >_7/16 WSP Q Roof Sheathing Fastening............................................(Table 2) 8d Q iLOGAN RESIDENCE MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW PPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide; a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 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. 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 Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 530 .2.i;1)' 1h�lEr1 IM EDGE RFSM ON FPtAtWW US£Sd NAILS A75bc. I Ir 11 r 11 11 6Y i m +i ii a 1.1 i riiEL i a r II - MA LSPAONG '. . PAMLL _ d See Detail on Next Page. Vertical and Horizontal Nailing - fior Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301.2.1..1)' a ¢Z� r tl _r r 1 i i u 2 Ulm Ir ll. FRAMING MEMBER$ i r EDGE R�RERMEDDIATE � I r r � MIN. STAGGEREf? -T- 3"Mom. ..: ' NAIL PATTl3iN PANEL PANWeL EDGE DOUBLE NAIL EDGE SPACWG DEfAL Detail Vertical and Horizontal Nailing for Panel Attachment tioF��ET � Town.of Ba .stable: : o� Regul.atory Sernees fi �Bssr ,$ Thomas F.Geiler,Director-: - �''°rFn BuRdulg Rivisi©ii . Toni Perry, Building Commissioner 200 Main.Street, Hyannis,Tva 02601 . vr� vaown.barnstable.ma us . .. Office: 508-8 62-403 8 . Fax: 508=790-6230. ... l.'rop:e4Y Qwne' r Must.: : Complete and Sion Tbis Section If Usixig ABuil& _ . 6(� . . I, to - : ,:ds:Oviner of the subject property 1p hereby authorize::: v�C to action my behalf, in all matters relative to rk authorized by t ' liuilLig permit app'.e on for; . :A.ddicss of fob) ® l Sign e f C) er . .. D Vte Print Name Q;FOR f�2S:OWNERpERi�4ISSI0N f ssa t - mot 0, �t Construction Supeniso 4 en=, CS-005645 BRAN T DACEY - j PO$OX 95.: . CENTERVELLE MA V2632 7 V A _ - - a . Ccu�miss�onr �" - 19/2014 l , i _ a . `w J 12 -12 f SNICKE DETECTORS REVI +'+SEC 9 4p Z � C 3f R! Tk3LE BUiLG NG GEPT �;TE ®' 1 � w --- ®®®® ®®®® J u k - FIRE G PhR I1-�1T Df.�c ®� ® ®N w a 607N SIG6'.4TU- 5 A R_.^-L_!�U FOR P P7f T'i ti'� �' -��t ©©®® ®®®© 0� ®QQQ ®�® W a 0000 0000 La W r FRONT ELEVATION J l J l . SCALE IL I/4° V—O' fij a m L.- y w OPTION#1 SWEET REAR ELEVATION '. ., SCALE: 1/4' - I'—O' - - 1321 DRAWN BT:'KW - - REVISED:I/30/14 DATE: .1/24/14 N m V p ' in .. 12 W ob IL Jw duo ob 0 RIGHT ELEVATION ' - SCALE: 1/4° - V-O". m O � mIL w N u Z w O A LU N Q - Q .w SHEET LEFT ELEVATION SCALE: 1/4" 1:-Ou REVISED: VW114 DATE: 1/24/i4 N . 1 O _ • .^ q Ld - ,gg A (3)Tw 24110 d LINEN MASTER -.� /n P 3o Ire•.6o]ro• I �]ze3__— -- - 5 S . BATH \40•of _ - - I -I — — _° -- - W _ TILE --`\`i P I I ` = Q w 0 Y ' I I ---- -$--- 2 0_ - - ' 'z 17 _I m P �q P ___ \ I 3P/ s �N/ 0 C j I - \\- - - I / LANDING RAMP- : LANDING UP y Li. �l 244 D . I I -CITE j \\ I O I I t; STEP ww NRB - TW2 ID 6/1 3D I/B'60]re• __ ----- ---- I ------ --- - I --f - -]I l 7�7-.. 30 I X 0.. !� m ------ ---- - FEE;. - _ N ISLAtDT '. *. o KITCHEN I.. pINO ING I' - V -- ----- --- I .OAK Bq X 42 2B _ �/ W DESK {i Q 14'-3 3/4 2 I/2° 2-3 1/2' S'-6 I/4 2 4' 10 4 DN w TI, 1440 6 I I 90 Iro'60 WE' 3P L.._�_. - A .M-s... ._s =.W M z V _..-,.._..... yII�.....�, _ k �..1 ay 3P D-o' WILT ESLAB2PTCH TOWARDDOORS .� m4'-0IS3P LAT CEILINGITE STUDYi FOYER - _ - BCVTTI.B ucl OAK - 8 CITE - s......�.- _ t-._ .• _6 gP I TUNNEL 3P i O D, a 6; L__-J - e'_0•a9' - . - - 312 2d I _ m - �,:FPl - e'o•xv'-a'O.N. - -O'.O.H DOOR DOOR C ,,, CONCRETE APRON `W . T tu 3/4' -6'-3' "2'-4' 9'-10 4/4e'. v BEDROOM #2 10'- JQATHEDRAI.CEILING FoRC _ BEDROOM #1 Z m QIL �. ' i 3 N "f wmDow Tn BE I6• IB'-4• � OFF OF FIN ED e � �$ SI4EET T-0' T-O' 6'-' Ai m�' 6'-0' 2'-7' B'-11• I-. 1'-B• 4'_T. 9'-01 '_6 9'_O. 2'_3• AS - 1784 SQ FT - FIRST FLOOR PLAN 32I DRAWN BT:'KW - SCALE: I/4 I'-O REVISED:`I/30/14 DATE: 124/14 W 'a.. . 72'-0' - 2'-6- 12-0- I3'_6• IG'-O° :�20 0' 6'_O' 2 0 • B'x 7'-9'COW-WALL I 1'.I r L I •. o , ' m 2 a GIRDER .y. I _— __— _ 10 +. GALV.HET.TA—I.TP09T AN6 _ ._ I I i6•z 'CfJNTIN0008 FOOTING TTP I I y► V - r 1 I . 10'°'BIG FOOT' PIER W/ I . 'BIG FOOT'FOOTING v Now I _ I I W � V JI—BM PKT r. -�BM PKT L I GBH PKT I I — r _ _ - ('4•i, B 7�9 CONG WALL �— -�— L �. °i -- — —_ __ '. 16.10'.CONTINUOIIs FOOTING TTP. I RAISE T.O.W 6 I = * •+ F U I I 6 x10'•CONTIN000SL FETINGI - I a :5 B NOTE, BOLT5 p o - I v F� /• EMBEDDED 7° Vf • .'SPACED 32° O.C. 12 FROM.CORNERS ;m I I-4 RAISE T �6•- - a a ' I WASWER5 3°K3°x1/4° I'7_2e: 7 2u 7-2 7-2°... 7_2. G: 1O B4 0- WALL W 16'x10'CONT NUOUs FCdTING TYP I a m C I '.�BM PKT H PKT n M Z I ,1 4 l ( 7 - I' i;} - ( -s, f_f•e, ;1 - :I GARAGEIIL F- �...._ GARAGE E SLAB - .' - L- ;•;:2 L.,:, „-J- j1�„%J' I..TawnrzD Doors - L • 3 W-GIRDER nP. - I. I_ I '{ I - 3 I/2',12- STEEL COLUHN 36'x36'xl2'CONCRETE.PAD I jj u T � ICRETE SLAB .. I .7-4 RAISE T.O.W. . UP I SLAB DOORS TTP. _ �--BM PKT. r, .. r ,� BH PKT I - II-0 1/4°. I • I o d I i I ® J 1 T-9'CONC.WALL • I 4z4 P.T.POST Y . 16'zl0•CONTINUOUs FOOTING TTP. I _ GALV.HETAL P'OS ANCHOR i L I G'-3' II'6' IO'V.M TUBE'PER W/ 2B••014 FOOT'F. NG TTP. I 0 0 6'-0' 4-6' 2-0' SWEET 14:_0. 12'_0. 18_Q 28'-0' A4 FOUNDATION PLAN105 1321 SCALE: 1/4' a I'-O' DRAWN Br: 'KW - REVISED:i/30/14.'DATE: 1124114 N f _ f to O ti ■.�r W 0 32'-0' RIGID WIND WASH BARRIER REQUIRED zZ 1Y/a 10_0° AT EXTERIOR EDGE OF EXTERIOR � TOP lA.E' w ,4 - RIDGE VEM - _ - ~ 11. I�12 RIDGE RD IJ� . SIMPSON N2.s - . - - FASTENERS AT ALL WN - -- 11]/B'LVL RIDGE - RAFTER/TOP PLATE - - - - - NNCTIONS TTP. •. O`. _ _ ASPHALT SHINGLES - 4 !. . 0a - 6/e'CDX PLYWOOD :3 a`y - i-lt. cy BLOCKING 4'-0'O.C. W V N IN FIRST TWO.KIIST 1 RAFTER N n /a•OC - BATS FROM GABLE WALL 12 .(3)13/4'-w 9 In'LVL BEAM - 11]/S'LVL RIDGE 12 v � a � ab _ . R39 F.G.INSUL. p0' YI f`6 �0,f b e- 2w6 f 16'O. y 6• Y e. 2w10,f 16 O.C. Z - � II li q Y Y II II (3)200'e a 1 .. STUDY KITCHEN `1:13 F.C. GP.G wrQ /_^ . ' 1w6 T/G BEAD BD. Q ,. (3)Zx12 NOR.. BE�EEN GARAGE/LIVING - �..ii 10'COLUMN AREA GARAGE- b . 2w6'e f I6'O.C. - SOLID BLOCKING R21 F.G.INSUL. - 4'CONCRETE SLAB - - I/2'COX SHEATHING R 30 F.G.INSUL. PITON TOWARD DOORSLj FT4G 3/4 - TTVIX FRONT/W.C.SHI -n. GARAGE T.O.W.6'NIGHER THAN HOUSE T.O.W. 91DE9.1 REAR 2w10'e IG'O.L. ...... ...:-. ..... ....: .. - s ' R30 F.G.INSUL. � ...... -. .. .. .... ... _ .. . .T.2wBa f I60. _ - (9).2w12 GIRT Io'CoNc.SON.PIER I - BASEMENT I/2'STEEL COL. _ to Li - %'—'w12'FOOTING S U2' C.SLAB Q Z . . r 1 -----1 --_ - _ Z w 26:_0. 14'_0'. - 26'-O' ..� NOTE: 5/8'ANCHOR BOLTS - EMBEDDED 7' SECTION °A° i'A�oM3CORNERS SECTION NB° . SCALE: 1/4' I'-O" WASHERS 3'X3'KI/4' _ SCALE: 1/4' m 1'-0' SHEET 1/24/ 1 �MEE�4 - - _ M tD z o V [J� P.T.2¢I0's %y , h�M O u la� win - � �jow► hy�/. ,off v wb.C. o m = - - - - - - - ------ (A}AGE W 0, v ' - W Q• - V z p: - W Q - SHEET 52 FIRST FLOOR FLOOR FRAMING 1321 SCALE: 1/4• - 1'-O° DRAWN BY: KW DATE: 1/24/14 tt . m OVER VALLEY = (I)9 I LVL ONO0 'TRU VE ALLEY° Q .. ; .-.. / EXPOSED BELOWwoo - - - RAFTERS Ids 1 16.O.C.TTP. � � - 12 � V� W . 2°12 RIDGE. ,�I• {y w I) I T/•LVL R DGE R E m a - - RAf•TER52aIC5/-I6.O.C.Tyr. " - I I I 1 I tLI - - - z - LU d - o 'WILD OVER' VALLEY W a Z 'BUILD OVER VALLEY' V J Y to I2'-O' - 26-O - ♦ . ROOF FRAMING PLAN ISHEET - SCALE: 114. 1.-0° - J05: I321 DRAWN BY: KW DATE V24/14 - - - N • t0 J TI o �..1 JOINT DESCRIPTION neea x rwneen a xuL erwxc � rl.r U iL . .ROOF FRAMING EDnnox ualLs. eDx ,•; O 0: 11 "ENO HDR TO CORNER- 2.6 DBL TOP PLATE exu+ewwT To w,F*ca�a+v xtiixv) - - W - "� WALL FRAMING - ' O - (3)FULL NGT.STUDS _�� - IlrtewecT- (ratt wnm) 7_i 3 �7 'JACK STUD wvER io xea0(u[rued) - w OO AtDxc ea W V .(Face xutm) AA 1' .. _ _ FLOOR FRAMING NAIL TOP PLATE _ `��2 - TO HDR - - /-'_ -� JaaT ro BILL,Tw PUTe m GROER(Toe NAILED)' x-a M a FR.b eT , W/3 ROWS5 OF'16d NAILS; =� Awer�(To�wlLm) _ - - � � O ' •9°O.C. X r. o e u Euie(To[xul.m)- ae � � - T vEn(EAO[xuLev) e/a 'STRUCTURAL PANEL i- HEADER CONTINUOUS HEADER i axeievicex To aun(Toe ru LEv) Yf ' NAILED Bd COMMON - )rncr r0.luor�(exv xA Lerz) - O HULTIPLE OPENINGS •9'O.C.EDGE AND FIELD ROOF SHEATHING DOOR-TRIMMER STU - _ - w DS Fwxue vG xtl me WM O .ax rn sea crAmo u r a va nno TI . - rwuss w cm ee ew mAva nnn t'J ILIx . ANCHOR.BOLTS ° SHEATHING oA CEILING SHEAT ING - L H 3'x3' -W45NER5 PLATE WALL SHEATHING FLOOR SHEATHING W Z t NARROW NALL B ACING AT GARAG5 POO o J � w a Q . SHEAR WALL COMPLIANCE. W- 30%OF EACH WALL RUN - - VERTICAL SHEATHING WITH - - Bd NAILS 3' EDGE/12' FIELD - (4)16d NAILS PER FT BOTTOM PLATE L- 15%OF EACH WALL RUN VERTICAL SHEATHING WITH - - - - - Bd NAILS 3' EDGE/I2'FIELD - - (4)16d NAILS PER FT BOTTOM PLATE - - SHEET _ 54 132 .. DRAWN By: KW 12 0' 13-6' 16 0 - 70 O 2 0 13 0 0 0 II'0° 0 • Lo - ♦�_ - m�. .. --- --- .. _ __ O .^ _ _ _ 1 RECESSED ,J FLOOR JOI$TS, (3)TW 24410 1 IF.4 60611 .: ._ - - - _...._ .... - _.. D SLINE MASTER ,:c ..i w o 30 Ire'x60 Tre• I I 7z!63 AA a 1S` 'si BATH - .. :� W fA' TILE �_� mt I _ O I aK O LIVING .. - 11 I DAK ..yII �. z o' W K V. �l,L— \ I ,`FIRE LANDING �,.RAMP SKT - \\ I I -RATED'. - y.I 111111 2.440 _ MW J I' I 1� -TER BEDROOM ST EP. 'RB 5 EP x6 3 CU 30 Ire'60 ire' \ I /, I�TY12 IOI-6/I m m Cb KITCHEN I ,DINING 4 0• _ _ 5 �.y ————— - I OAK 60'%4r I'-3 3/4 -2 1/2' '2:-3 1/2 5'-6 I/4' 2-4' . _ 4 D '•,N FF� e 2.410 O 44 1 E� "S 1y v o - 30 Ire'60 7/B'•. .0 11 ' s s { pN m JUTE aiNT — GARAGE m �L # CONRETE TOH TpJARD DOORSm It H2FLAT CEILINGOAKHLLFOYER _ p - 5ACB00T JTELg OAK OAK r 5KT . i f LINEN,1A LITE W/ Z 3 - T-- Q L---J O.W.ON �S'-05N'-O'O.N.DOCK 2B 2p '-A 1/' 3 ,o D.- W. - t. � x5 DDDR �, Y N s I m _...z.... ?-.tip r. . T - . _.. CONCRETE APRON - ,. ......... „_ W } _ ..... Z W 1/0-60 7re' T- 3/4' b'-3' 12'-4. 9'-10 0 F .10'- "EDRA4 CEILING - O C _,LU Z N BEDROOM#2 i iv BEDROOM #1 ; -. .:: _: - �• - . Z. CARPET m CARPET ... - ..:_ _ __ .. - z .._.. I Wlwp TO E 1E• OFF OF FIN Q FLOOR o n 37 514EET 7-_0. 61_O' 2'-7' 8'-11, 6�_6. .1�_B. 4'_7. 91_0. 14'-( 21'_0' ._ A3: FIRST FLOOR PLAN 321 /3/I 'DRAWN BT= KW SCALE: I/4" - I'-O° REVISED: DATE: onwealth of Ala'ssachusett.s MAY - 5 2014 Sheet Metal Permit / Date: Permit A` 20 14 " Db ®wN OF BARNSTA �Estimated Job Cost: S Pennit Fee: S Q Plans Submitted: YES NO Plans Reviewed: YES NO V O Business License (p 0Applicant License T 7�� Business Infon1n/ation: Property Owner/Job Location Information: Name: V L n c)ln Oh)TP— eq,' I� ; Name: � • Street: '5 G DooeJDAT Ln City/Town: . l � LQ `�1 City/Town: Telephone: 509_ /q 5 11 G0 Telephone: n w H Photo I.D. required/ Copy-of Photo I.D. attached: YES NO staff Initial J-1 license J-2 /'-NK-2-restricted to dwellings -'---stories or less and comet-1 rcial up to i0,000 sq. f,-./2.=stories or less Residential: 1-2 family 1-Multi-family- Condo/To-vi-Laouses.. . Other Commercial: Ofice Re-Lail Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft. over 10,000 sq. ><. Number of Stories: Sheet metal work- to be completed: New Work: y Renovation:. l HVAC .Metal Watershed Rooting Kitchen E-.haust System Metal Chi<mnev/Vents .Air Balancing Provide detailed description of work to be done: �' Chi t P INSURANCE COVERAGE: I have a current liability insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch. 112 Yes No❑ I If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ i OWNER'S INSURANCE WAIVER: I am aware thatthe licensee does not have the insurance coverage required by Chapter 112 of the Nlassachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner`s Agent By checking this boxl],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations per"ormed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Data. Coi,=tnts Final Inspection - - Date - - - - - - - - - - - - -Coli-nrrientS- Type of License: I i By ❑ Master Title ❑ Mast=r-Restricted v Cit i i own ❑Journ=yperson Signature ol Licensee � Permit= r,n/ i ❑Joumeyperson-Restricted License Number: V�7 � Few.5 ❑ ' Cneck at Ste?:~'!'==.rr,aSS.ao 1t)1 i i i Inspector Signature of Permit Approval i i The Commonwealth of Massachusetts - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, IyIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/in(iividual): V e Y�n o r, (-U K, e e P[u r el 6,n a '4-- -e n) a n ti C 0 f.o c-- Address: a� 4,,1 �ni Po Rox )dG(, \\ City/State/Zip: W . C g A A 1. M Phone#: C�c g,) 7 y , l 1 cc, Are you an employer? Check the appropriate box: Type of project(required): 1.o I am a employer with 5� 4. ❑ I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. , 'New construction 2.❑ I am a sole.proprietor or partner listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, Q`Demolition working for me in an it employees and have workers' Y capacity.P Y- 9. ❑ Building addition [No workers' comp. insurance comp.insurance.} required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions have their airs or additions 3.❑ officersave exercised r 11.1 am a homeowner doing all work ❑ Plumng repairs myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]' c. 152. §1(4),and we have no employees. [No workers' li.❑ 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 isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: A C.e_ A ry'u_.L i C c 1 +1J 4 n w ��M 'A Policy#or Self-ins. Lic.#: S (O U - Gi 9 -7 d L_�(,-t�. - L Expiration Date: _iji4 Job Site Address: '\/A o v, City/State/Zip: ! 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$250.00 a day against the viol rZzll vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins n co verification. I do herLyrtify under t gin e s perjury that the information:provided above is true and correct Si atur Date: l /q 1 Phone#• D$) `]t-1 - 1 16,6 Ojjicial rise only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License 4 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone 4: Ri-htfa.>: N:l-.t LO/4/2013 7 : .19:4.t AM PAGE 51/055 Fax Server DATE AC'OR& CERTIFICATE OF LIABILITY INSURANCE ,0.04:2013 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 ISWAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. Astatement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ConTACT IA. ROGERS&GRAY INS AGCY PHONE FAX I.Z Pic. Ezn: 434 ROUTE 134 E,.lall SOUTH DENNIS,10A 02660 enwF L`fSURER(S)P.=FORG010 COVERAGE NIC INSURER A.:ACE..AMERICAN It:SURA:4CE COMPA:dY INSURED INSURER S: V6'VERNON VVHITELEY PLUi iBING& INSURER C: HEATING CO INC&CHATHAitI SHEET M uasuRERo: METAL INC PO BOX 1266 11 ISURER E: VVESTCHATHANI,NIA02669 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER.: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAIIED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY P.EOUIREIb1ENT, TERI'vl OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERI,,S, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. Llt•,I1TS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIIiMS. �INSR ADDL SUfi POLICY EFF I POUCY EXP I LIMITS L"NP T(PEOFINSURANCE IllsP,IYYVO1 POLICYNUTABERI(NuvoDrYYYvI b`dA00)C!Y'rYYI GENERALL1A.61LIT( EACHOCCURREICE S DA-VACE TO R-ENTED I s COt.11.tERCIr'.L G=i IER=L LIAEILITI' P MIRE=Ga ee:ulrvCeE': I CLAIIAS-,MADE I OCCU= I MEO EXP f.Any nn_Prscc) `S PERSONAL 8 A=.V IMURY Is ' CENER4LACGREGATE IS CEN'L AGGPECA.7=-LIMIT APPLIES P=-F: PRODUCTS-CO:MPMP AGG I S P I S FOLIC'!I I JEC ROT• I I LOC COf•.t21(JE0 SII;GLE LIMIT IS AUTOI,10 EILE LIAEI UT'f f 5a"cadent i • �AYAUTO EODILY IN IURY(Peraercn) IS ALL O',NNED SCHEDULED - ECOILY INJURY(Par acdden;) IS J AUTOS %.UTQS NCi1G'i•iV=D F".OPE4aTi DS.LIACE IS IF,=D AUTOS AUTOSaca„cep' I5 UMBRELLA LIB OCCUR EACH CCCURP,EtdCE IS EXCESS LIA6 I CL4C•AS-MADE r'.GGR=QkT IS S IDED I RETENTION I WOF,KERS COAIPENSATION X SLEMIT OTH- TC•RY I.NITS ER - A`IO EMPLOYERS'LIAHIUTY Y YIN AN'i PP,OPRIETOPIPAfiTN=PJ=XECUTI'-l= E.L.EACH ACCIDENT $J0(J 000 OFFICE.'.r61ELtBE—REXCLUO--D? EN 6S62UB 10-01-2013 10-01-2014 (l,IandaL:ra in PlH) c_�Lc6 a E.L.DISEASE.EAEdPLOYE° $500.000 Il yc<_.dcscrit.•^undo 9Jl_ E.L oI=r.SE•Paucv usAlr 1$500,000 o=SCRIPTION OF OPERATIONS t=w., DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(A7ach ACORD 101,Addltlonal R marks Schadula,li more space Is requlredl . 4 CERTIFICATE HOLDER CANCELLATION TOVdid OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 NIAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA02601 NOTICE WILL BE DELIVERED IN ACCORDANCE 1/'>'ITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I 1982-2010 ACORD COP,POP.A.TION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Fold.Then Detach Along All Perforations COMMONWEALTH OF MASSAC.HUSETTS e 0 B f BOARD SHEET METAL WORKERS SM AS A BUSINESS ISSUES,THE ABOVE LICENSE TO TYPE ERIC T: WHLTELEY W VERN.DN WHIT.E.LEY PLBG AND.. _B 2.8` VL.-L,AGE_ LANDING PO` BOX:>1266 W :CHATHAM MA:`-02669 "000 292629 1'60 12/22/14 292629., I B 0 B F «"Fold,-Then Detach Along All Perforations COMMFONIIVEALTH<iOF MASSACHUSETTS 4k,n i t e BOARD OF" SHEET METAL WORKERStx �' �ISSUESrTHE� FOLLOWING LICENSE i AS A MASTER UNRESTRLCTED �: ' N 4 ~ N WEST CHATFiAM�= MA �02669: 0248 `4� �' { E 2967 02/28/i6 ' i:8o 12w� 1 5 ASCH�TSETTS DRIi1ER'S LICENS 1;,iE i r a.� { 7 ��� a - - - aE qC 9aEND 4d NUMBER -� t uj�� NONE S7Qy199211 ' ' 3 '197� I s '+ { �• n u sEx M `1�cr�6pu6 Y I�t � a E ED a;1811 MAIN ST 3 W CHATHAM MA 02669 f ( 'I� .. 1 I r a50001.09.2014 Rev 071S2009 --------------- or �� TD B .11. D J �i�1.1:C1�v�,,;i l L' r�e{-f-ah tory Senlices ` .r l+:.CG_ �ga .lholnas a�. Geilc�,IJ]]"Ci:L•^.•1" ' -:Baild:ina DiVisio n - Torn 1'crrJ,.c>til!iiU Lcmmissici:er 2GU'MLja Sli'CC�H"n-O7iS,IVLA,0'6101 >„rFr.tnvrn.hz�-�stzble.r.:z.�_s Off=: 50IS-862-40.3 Fax_: 505-790 b2:i0 Ptopc rty U; ttr 1Lsi Complete aricI Si n Tfl. s Secti.orn. Us in.E, A B u..I_l.CJ i.)'{icv,•N l'��«G c `Ullc Sll,,,tCl r10i?`r- L i ip C.i On -Li _.r_ o -.:.1b - .emu_, i_ Z. y r;b` :_,L E G Chr,,&�r I ri'iCr TC��1.ODCIt jr Tc r is P,.T.IlJ'" 10 'p,e 7T?.Ct pIcPSC cODJ.p rLi i.I1.E Home o vrTI tTs Lictnsc EX,-- 1ption 1 lD% m_ oTl "i ic- 1'���'Cj:SE Y1 SID01mcascaft Double 1-3/4" x 16" VERSA-LAM®2.0 3100 SP Roof Beam1R1301 Dry 11 span(.No cantilevers 1 0/12 slope Monday, March 24,2014 BC CALC®Design Report-US Build 2627 �:)o�fC-("l File Name: Bayside_Logan Job Name: Logan Description:LIVING ROOM Address: Lot 118 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: �I° 12 7_11 i 2 f 22-00-00 BO B1 Total Horizontal.Product Length=22-00-00 Reaction Summary(Down/Uplift) (Ins) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 1,609/0 2,861 /0 B1.,3-1/2" 1,238/0 21119/0 Live Dead Snow Wind Roof Live. Trib: Load Summary Tag Description Load Type Ref._Start .. End 100% 90% 115% :.160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 22-00-00 15 30 01-00-00 2 Unf.Area(lb/ft^2) L 00-00-00 14-00-00 15 30 08-00-00 3 Trapezoidal(lb/ft) L 14-00-00 60 120 n/a 22-00-00 _ 0 0 n/a 4 Trapezoidal(lb/ft) L 14-00-00 60 120 n/a 22-00-00 0 0 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 22,704 ft-Ibs 52.8% 1:15% 4 10-07-06 be verified by anyone who would rely on End Shear 3,785 Ibs 30.9% 115%. 4 01-07-08 output as evidence of suitability for Total Load Defl. U330(0.784") 54.6% n/a 4 10-10-11 particular application.Output here based on building code-accepted design Live Load Defl. U516(0.501") 46.5% n/a 5 10-10-07 properties and analysis methods. . Max Defl. 0.784" 78.4% n/a 4 10-10-11 Installation of BOISE engineered wood Span/Depth 16.2 n/a n/a 0 00=00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(Lx W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3-1/2" 4,470 Ibs n/a 48.7% Unspecified CALC®,BC FRAMER®,AJST1A, 61 Post 3-1/2"x 3-1/2" 3,356.lbs n/a 36.5% Unspecified ALLJOISTO,BC RIM BOARDT"',BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Cautions :. :: PLUS®,VERSA-RIM®, VERSA-STRANDO,VERSA-STUD®are . For roof members:with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise Cascade wood will not occur. Products L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load, . Page 1 of 2 %W1121cheCascaft Double 1-3/4" x 16" VERSAA AMO 2.0 3100 SP Roof Beam1R1301 Dry 11 span I No cantilevers 1 0/12 slope Monday, March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_Logan Job Name: Logan Description:LIVING ROOM Address: Lot 118 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria: Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) Connection Diagram �i b d . a c e a minimum=2" c=12". b minimum=4" d=24" e minimum=:1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads.. Connectors are: FMTSL338 Page 2 of 2 fa%oolwcascaft Single 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP . Roof Beam\RB02 Dry 1 span(No cantilevers 1 6/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_Logan Job Name: Logan Description:VALLEY(2) Address: Lot 118 Dovetail Lane Specifier. J Madera City,State,Zip:Cotuit,MA Designer. Customer. Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: �6 12 i I iit it Mk 11-06-00 „ BO _ 131 Total:Horizontal Product Length=11-06-00 Reaction Summary(Down 1 Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live. BO,3-1/2" 624/0 1,050/0 B 1, 3-1/2" 372/0 596/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 11M/6 160% 125% 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 11-06-00 17 30 01-00-00 2 Trapezoidal(lb/ft) L 00-00-00 59 105 n/a 11-06700 .0 0 n/a 3 - Trapezoidal(lb/ft) L 00-00-00. 67 120 - n/a 11-06-00 0 0 n/a Disclosure Controls Summary-. Value %Allowable Duration Case . Location Completeness and accuracy of input must Pos. Moment 3,543 ft-lbs 29% :115% 4 05-01-03 be verified by anyone who would rely on End Shear. 1,550 Ibs 34.1% 115% 4 00-03-08 output as evidence of suitability for Total Load Defl. U756(0.196") 23.8% n/a 4 05-07-02 particular application.Output here based on building code-accepted design Live Load Defl. U999(0.122") n/a n/a 5 05-07-00 properties and analysis methods. Max Defl. 0.196" 19.6% n/a 4 05-07-02 Installation of BOISE engineered wood Span/Depth 11.2 n/a n/a 0 00-00-00 products must be in accordance with: current Installation Guide and applicable building codes.To obtain Installation Guide' %Allow. oo Allow or ask questions,please call Bearing Supports Dim.(L x W) Value: Support .- Member Material (800)232-0788 before installation.\nlnBC BO Post : 3-1/2"x 1-3/4" 1,674 lbs n/a 36.4% Unspecified CALC®,BC FRAMERO,AJS-, B1 Post 3-1/2"x.1-3/4" 969 Ibs: n/a 21.1% Unspecified ALLJOIST@,BC RIM BOARD- BCIO, BOISE GLULAMTM',SIMPLE FRAMING SYSTEMO;VERSA-LAM@,VERSA-RIM Horiz.Length Product Length PLUS@,VERSA-RIM@, Slope and Cut Length slope Fascia Depth VERSA-STRAND@,VERSA-STUDO are Plumb.Cutwith Hanger to dbl top plate 6/12 10-5/8" 11-06-00 13-04-02 trademarks of Boise Cascade Wood Products L.L.C. Notes Design.meets Code minimum(U180)Total load deflection criteria: Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ®eflIWae Triple 1-3/4" x 11-1/4" VERSA-LAM®2.0 3100 SP Roof Beam1RB03 Dry 1 span No cantilevers)0/12 slope Monday,March 24,2014 BC CALCO Design Report-US Build 2627 File Name: Bayside_Logan Job Name: Logan Description:Designs\RB03 Address: Lot 118 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer. Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 s V' 011 16-oaoo B0 B1 -: Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 1,960/0 31:335/0 B1, 3-1/2 11960[0.: 3,336/0 Live Dead Snow Wind Roof Live Trib: Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% . 160% 125% 1 Standard Load Unf..Area(lb/ft^2) L 00-00-00 16-00-00 15 30 01-00-00 2 Trapezoidal(lb/ft) L 00-00-00 120 240 n/a 08-00-00 60 . 120 n/a. 3 :Trapezoidal(Iblft)_ R -00-00-00 120 240 n/a 08-00-00 60 120 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 08-00-00 08-00-00 1,238 2,119: n/a 5 Reaction from Desi... Conc. Pt. (Ibs) L 08-00-00 08=00-00 365 596 n/a 6 Reaction from Desi... Conc. Pt. (Ibs). L 08-00-00 .08-00-00 365 596 n/a Disclosure Controls Summary Value.. %Allowable Duration Case ::Location Completeness and accuracy of input must Pos: Moment 29,572 ft-Ibs 89.2% 1.15% 4 08-00-00 be verified by anyone who would rely on .End Shear 5,115 Ibs 39.6% 115% 4 01-02-12 output as evidence of suitability for Total Load Defl. U209(0.894") 86.3% n/a 4: 08-00-00 particular application.Output here based ° on building code-accepted design Live Load Defl. UM(0.561') 722/o n/a 5 08-00-00 properties and analysis methods. : . Max Defl: 0.894" 89.4% n/a 4 08-00-00 Installation of BOISE engineered wood Span/Depth 16.6 n/a n/a 0 00=00-00 products must be,in accordance with current Installation Guide and applicable. building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.WnBC BO Post 3-1/2"x 3-1/2" 5,295 Ibs n/a 57.6% Unspecified CALC®,BC FRAMERO,AJS-, 61 Post 3-1/2"x 3-1/2" 5,296 Ibs n/a 57.6% Unspecified ALLJOISTO,BC RIM BOARDTm BCI®; BOISE GLULAM-,SIMPLE FRAMING SYSTEM@,VERSA-LAM@;VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. Page 1.of 2 %W11301mcascaft Triple 1-3/4" x 11-114 VERSA-LAM®2.0 3100 SP Roof Beam1RB03 Dry 1 span No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_Logan Job Name: Logan Description:Designs\RB03 Address: Lot 118 Dovetail Lane Specifier J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria Design meets Code minimum(L/240) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) Connection Diagram I b d a e a minimum=2" c=7-1/4" _b minimum=4" d=24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads;please consult a technical representative or professional of Record: All TrussLok screws maybe installed from.one side of multiple ply VERSA=LAM beams: All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 Page 2.of 2 ®Boiw Cascaft Single 7" x 9-1/2" VERSA-LAM®2.0 3100 DF Roof Beam1RB04 Dry 11 span I No cantilevers 1 8/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_Logan Job Name: Logan Description:Designs\RB04 Address: Lot 118 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: �6 12 g 16-00-00 BO B1 Total Horizontal Product Length 16-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead - Snow Wind - Roof Live - B0,3-1/2 1,288/0: 1,909/0 B1,3-1/2 1,289/0 1,909/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load.Type Ref. Start . . End 100% 90% 115% : 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 16-00-00 18 30 01-00-00 2 Reaction from Desi..: Conc. Pt. (Ibs) L 08-00-00 08-00-00 11960 3,335 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 22,642 ft-Ibs 70.5% 115% 4 08-00-00 be verified by anyone who would rely on End Shear 3,176 ibs 21.9% 1150/0 4 00-03-08 output as evidence of suitability for Total Load Defl. U193(1.163") 93.3% n/a 4 08-00-00 particular application.Output here based Live Load Defl. U317 0.708" 75.7% n/a 5 08-00-00 on building code-accepted design: ( ) properties and analysis methods. : Span/Depth 19.6 n/a n/a 0 00-00.-00 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Beari11 Supports building codes.To obtain Installation Guide n g pports Dim:(L x W) Value Support Member Material or ask questions,please call BO Post 3-112"z 3-1/2" 3,197 Ibs n/a 34.8% Unspecified (800)232-0788 before installation.WnBC B1 Post 3-1/2"x 3-1/2" 31198 Ibs ri/a 34.8% Unspecified CALC®,BC FRAMER®,AJS-, ALLJOISTO j BC RIM BOARD-,BCIO; BOISE GLULAMM,SIMPLE FRAMING Horiz.Length Product.Length SYSTEM®,VERSA-LAM®,VERSA-RIM Slope and Cut Length Slope Fascia Depth PLUS®,VERSA-RIM®, Plumb Cut with Hanger to.dbl.top plate 8/12 11-3/8 16-00-00 19-09-01 VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Cascade Wood Cautions Products L.L.C. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at posY61. A connector is required at this bearing: Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 i aftlwCascaft Double 1-3/4" x 11-7/8" VERSA-LAIM®2.0 3100 SP Roof Beam1R1305 Dry 3 spans I No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 He Name: Bayside Logan Job Name: Logan Description:DesignsXRB05 Address: Lot 118 Dovetail Lane Specifier. J Madera City,State,Zip:Cotuit,MA Designer. Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 `,. i,: . 41, r v 11-06-00 �, 05-06-00 B0. B1 - B2 B3 Total Horizontal Product Length=29-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing. Live Dead Snow Wind Roof Live _BO, 3-1/2" 1;065/0 2,042./0 B1:,3-1/2" 2,928/0 5,645/0 B2,3-1/2" 2,037/0 41089/0 B3,3-1/2" 2i137 10: 3,491 /0 . Live Dead Snow Wind Roof.Live Trib: 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 29-06-00 15 30 01-00-00 2 . Unf.Area(lb/ft^2) L 00-00-00 13-06-00 15 . . 30 13-00.00 3 . Unf.Area(lb/ft^2) L 13-06-00 29-06-00 15 30 09-00-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 13-06-00 13-06-00 1,289 1,909 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) L 29-06-00 29-06-00 1,289 1,909 n/a Disclosure - Controls Summary Value %Allowable Duration Case Location Completeness and.accuracy of input must Pos. Moment 6,824 ft-Ibs 27.9% 115% 10 04-10-03 be verified by anyone who would rely on Neg. Moment -7,893 ft-Ibs 32.30/6 115% 13 11-06-00 output as evidence of suitability for End Shear 2,285 Ibs 25.2% 115% 10 01-03-06 Particular application.Output here based Cont. Shear 3,587 Ibs 39.5% 115%0: 13 10-04-06 on building code-accepted design properties and analysis methods. Total Load Defl. U994(0.136") :18.1% n/a 10 05-04-01 Installation of BOISE engineered wood Live Load Defl. U999(0.091") n/a n/a 16 23-08-08 products must be in accordance with Total Neg. Defl. U999,(4018") n/a n/a 10 14-01-07 current Installation Guide and applicable building codes.To obtain Installation Guide Max Defl. 0.139' 1.3.9% TIM 11 23-08-08 or ask questions,please call Span/Depth 12.4 n/a n/a 0 00-00-00 (800)232-0788 before installation.\n\nBC CALC®,BC FRAMER@,AJSTm ALLJOIST@,BC RIM BOARDTM BCI@, %Allow %Allow BOISE.GLULAMrm,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM@,VERSA-LAM@,VERSA-RIM BO Post 3-1/2"x 3-1/2" 3,107 Ibs n/a 33.8% Unspecified PLUS@,VERSA-RIM@, BlF Post 3-1/2 x 3-1/2" 8,574 Ibs. n/a 93.3% Unspecified VERSA-STRANDS,VERSA-STUD@are B2 Post 3-1/2"x 3-1/2" 6,126 Ibs n/a 66.7% Unspecified trademarks of Boise Cascade Wood B2 L.L.C. B3 Post 3-1/2"x 3-1/2" 5,628 Ibs n/a 61.3% Unspecified Page 1 of 2 i " n OBolwCascaft D - -Double 1-3/4 x 11 7/8 VERSA LAM®2.0 3100 SP Roof Bearn1RB05 Dry 13 spans No cantilevers 1 0/12 slope Monday,March 24,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside_Logan Job Name: Logan Description:Designs\RB05 Address: Lot 118 Dovetail Lane Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design.meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok.(tm) Connection Diagram y� �I b d a e a minimum=2" c=7-7/8" . .. b minimum=4„ d=24" e minimum= 1 Connection design assumes point load is top-loaded. For connection design of side-loaded. Point loads, please consult a technical representative or professional of Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws.may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL338 i Page 2 of 2 I Town of Barnstable BARNSTARLE, ' Regulatory Services i Y MASS. �p v639 Building Division TED MP'� 200 Main Street,Hyannis,MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspecteo <L G- (�Term•t Location .�� o UE 7�rG, �� i Number Owner Builder 4-e-1-6 f .0111-- One notice to remain on"job site, one notice on file in Building Department. The following items nerved correcting: a. J � Please call: 508-862-493-8 for re-ins ection Inspected by Date TempPareelEdit Page 1 of 1 Sim ••" y�N'�gY y9`x�+h, .. ,...p+e.,...,.. ./. Ru'Wi�.«. ..,;..w«n. ... r ': e-. .. � F.T-iaFx��_h...r,:��• Logged In As: Wednesday;January 16 2008 Frank Schlegel N ew Parce I Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1902 j 002 118 Street Number: 59 Unit: Dev Lot: :LOT 118 Road Name: DOVETAIL LANE T/R: i Sec. Road: T/R: willlage: 07 Cotuit � 4 Part of M/P: MAP 002 PCL 002 .............. Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Dpd Dele't�' dtl Anoe�r-. httn //i.ccnl?./Tntranet/Prnnrla.ta/TemnPa.rcel Edit.a.5nx?TT)=Add 1/16/2008 , 1 t . 1 [Ale" Pro ared For Lot 118 N 59 Dovetail , Lane Cotu"it Meadows Subdivision of Barnstable Assessors Map 002 Pareel 02: Baxter : N e En Ineerin: & Surve ``in Flood .Zone G ® FIRM Community.Panel Nurriber No ; 025551 .0021 D g g g OWNER; ,Cotuit Equitable' Housing, LLC:® Deed Book 21804 Page 41 Reg►ste red Profes`slona En ineers;'.and Land,`Sur•vel`ors. OPEN SPACE Cotu►t 'Meadows Homeowner s :Associdtlon,..Inc.. . Deed 9 , , y �. .. Book 23161 Page 78 North Street Flo or . Barnstable Zoning' Board of Appeols No 2005 082 @ Deed Book 21059 Rage 158, Hyannis, M 4 ,2601 Minor Modification No 1 ® Deed Book 22249 Page 282 Ph one (50$)'771=7502 Fax (508)-771 7622 • do b Number '.2005 :.214 Scale 1 20: . 04 22=14 .77 t _ Q . z : 4 ' rg0 2p S` S T:0 FA 62 5 6-0 N N r4 : " 0 • 0E / .0 HOC Ub0 nbG q.7 nob 04ir8/4q� o �� a SOT �'' LOT 11 m 0 26± -ACRES 14 <OT �r9 �� x OPEN�:SPACE N F N:'6 8�53 46..4 : i , , CERTIFY THAT T0`THE BEST OF MY KNOWLEDGE THE..'EXISTING STRUCTURE SHOWN HEREON COMPLIANCE WITH FRONT, SIDE`AND':REAR SETBACK`REQUIREMENTS 20' 1b' .10' AS,�NOTED:IN,TOWN .OF BARNSTABLE ZONING BOARD OF APPEAL No. .2005--082 .(DB 21059 Pg'1.58).:IS LOCATED; IN:;RELATIbN TO PREIMETER MONUMENTS SHOWN'PER.,EXHIBIT �A", DB•21804-P 45 AND<`IS NOT:.LOCATED .WITHIN A �� SFi6�ME i SPECIAL:FLOOD HAZARD-.AREA. ) �. : ..:MF`al�L�se1 cis. ca. 87 i' o.486 . , THIS PLAN.IS .NOT TO BE: RECORDED NOR IS.1T T0_,B USED TO'ESTABLISH PROPERTY,LINES.; �R REGISTERED'PROFESSIONAL LAND SURVEYOR., BAXTER .NYE ENGINEERING & SURVEYING DATE' E "' SS S INV: �`. ."""SS -56.20 S SS �56.122 7 ,\ 6169zzz .00 + 0 0 w so MIT- IV STM 8' WATER :�o SS 1 20 SETBACK 6Z,� .�'• ♦ c " -r�` �� s X 59.5 610 24 0 ,SS c �, \w �/ s ` ♦ '� W 10. ' 2. 180 S INV. i! ♦ ♦ c -�` .� \ \ �` s \ �\\ \ 1 5p,0 GAR -57.17 ! ~ zip- w \� $�_ t AGE pp�,,,,� 0'` \w s x � IV �AB+.62.33 - WOSIM NWSEa I ---- ♦ w� \ � � � \ \ �64 0 �1 x j 63.5p 63 33 '^ ` ♦ �`�:��\ �- 61• ` � ``'c`'c �� wow \ �` \ � / \�\ t a �, � � `__}.�-��� '`,•w •` \ _ 6,55 s I a �o sIr a w o 6�.9 Sm jo 0 ` ♦c w \ �'�'IS� \INV T �\ �58 9 VEGETATED 12 LOT 118 x 5 s Z ♦ ♦ c 'J " I DEEP RAIN 11•295f S.F. 'A *A 6� 59 5 'GARDEN (1255 c- 'Q .F. STORAGE) 0.26t ACRES 9.0 800 5 •56.0 59 5 x *ACotuit Meadows Subdivision �' N s o Cotuit-Barnstabie, Massachusetts PREPARED FOR 81.53' � SET9Af ,o COTUIT EQUITABLE HOUSING, LLC VEGETATED 12" N 67.46 41 q► P. 0. BOX 95 DEEP RAIN PROVIDE (1) 6' DIA. x 6' CeAtePY�IIO MA OZ63Z GARDEN (125 DEEP LEACHING BASIN W/ 1' C.F. STORAGE) STONE SURROUNDING (OR Net Tm TOP-60.0 ALTERNATE EQUIVALENT OPE Site Plan BOTTOM-59.0 VOLUME OF 289 Con CONNECT ALL ROOF ^� _ _= DOWNSPOUTS To LING Lot 11 s >#59 Dovetail Lane BASIN a� -�% o J O \� o GENERAL NOTES. BAXTER NYE ENGINEERING & SURVEYING ° �.1►► 1. LOCUS PROPERTY IS SHOWM AS: ASSESSOR'S W 002 - PARCEL 02 Registered Professional 2. SETBACKS: FRONT = 20' SIDE - 10' Engineers and Land Surveyors F,:.: 3. UTILITY INFORMATION SH ON PROPOSED SUBDIVISION PLANS. 78 North Street,3rd Floor,Hyannis,MA 02601 IFF QASss . � c 4. CO!►Itr1UNITY PANEL NUMBER: 025551 0021 D Phone-(508)771-7502 Fax-(508)771-7622 ��°� Mn w EW yG�CONSTRUCTION NOTIM, THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, o AREA OF MINIMAL FLOODING., E L ' a I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 5. ENVIRONMENTAL NOTES: 20 0 20 40 _!431 SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL mc�asEa 6125107, SWW. HEREBY APPLY TO THIS SITE PWN. )• SCALE IN FEET SioNA� Z. ALL GRADING, ORNNAGE: AND UTILITY NOTES ON SHEET C-5 FROM SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. W1B1fAT5 OF RARE WILDLIFE" FOR USE WTTH THE MA WETLANDS SCALE: 1" = 20' DATE: 02-11-14 J. SEWER BOLDING CONNECTIONS: PROTECTION ACT REGULATIONS (310 CMR 10).' - MIN. COVER SHALL BE 3 FT. SITE DOES NOT CONTAIN A COWED VERNAL POOL PER NHESP REV. DATE: REMARKS - SET CLE4NOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSUBLE DPW. MAP OCTOBER 1, 2006 "COWED VERNAL POOLS' - MINWUM SEWER SERVICE CONNECTION SLOPE %4 L BE ZIX SITE IS NOT WITHIN A PRIORITY NABRAT PER NHESP MAP OCTOBER LOTa IS 1. 2006 `PRIORITY fWATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) DRAwwG MAW SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PROTECTION AREA 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214